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HomeMy WebLinkAbout7864 Sail Clover Ln2tf)105 04EHB -HAYDEN 99 ALL 40HK SH&J_ CIOMPLY v,,11TH PREVAUNG N G 100E� CODES FLORIDA Kh' 00, NATIONAL T_--LF_CTRi(_' CODE; AND THE CITY OF,ZERPHYRHILL S ORQINANCE-, HOMES REVIEW DATE JUI , L 2 CITY OF ZEPIH��_PIRT' PLAN 12602 TELECOM C)RIVE, TAMPA, FL_ 33637 Tmi: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS pLom Bunam 7N MR= (M) ABV. ABOVE LAV� LAVATORY A/C AIR CONDITIONING LUNL LUMINOUS ADJ. ADJUSTABLE Kc. 1,1EDICINE CABINET DATE DESCRUMON MfW 2 -STORY CM CONVERSION ARCHITECTURAL SHEET # DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE -AM IWA AM SMS W= :OCCUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - VB -KIN. INTERIOR FINISH - CLASS B ALT. AW BD CL CAB CLG. ALTERNATE WP- AMPERArF MIN. BOARD KT. CENTERLINE NIM CABINET NFIL CEILING N.T.S. MANUFACTURER �MMUM NETAL THRESHOLD MOUNTED METAL NOT TO SCALE OV" 151D SET ISMD PG CI -COVER SHEET PG GN-GENERAL NOTES PG AI -FIRST FLOOR PLAN 02/134 ADDED ELEV. 'J' 4 W WITH SIDM PER MAW, BMS 0240ft 1510 SET RE-15"D 041TIAS FOOTING REVISIONS PER rt MMIES TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - iW. HEIGHT AS PER LOCAL AND STATE CODES CLR, CLEAR O.c. CONC CONCRETE PL CPT. CARPET PH C.T. CERAMIC TILE PH D. DRYER PLT. DBL.DOUBLE ELYWD D.G. DUAL GLAZED FR. DIA. DIAMETER P.T.PRESSURE DR4 DDIIENSION R DISP. DISPOSAL RAD. UP. DEEP A.A.G. DR. DOOR REF. U.S. DOWNSPOUT Rb&' DTL DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH D, RLEV ELEVATI sit EQ. EQUAL SIrL EXIL EXHAUST SHING EXT. EXTERIOR SHWA PO /FX. F GLASS Sim `XED I G FUEL GA SL. IN F. I SL. GL F FLOOR FINISH STD. FLUOR. FLUORESCENT SWS F76.DR. FRENCH DOOR F FOOTING TEMP GA GAUGE Tw- GAR. DISP. GARBAGEDISPOSAL T.O.C. G.FJ. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER TD.S. OL. GLASS TYR GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE BIB H.C. HOLLOW CORE V.P' HDR, HEADER W. HOT. OR ITT HEIGHT W/ INSUL. INRULAnON WD INT. INTERIOR WDW W/H W.L ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SINULAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOPOFCURB TOP OF TOP OF PLATE S TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WINDOW WATER HEATER WROUOHTIRON PG ALA -FLOOR PLAN SECTIONS & DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATIONS 'H" PG A4H-LEFT & RIGHT ELEVATIONS "H PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLANS PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS WAS -WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAO-WALL ASSEMBLY DETAILS 0"/* I -JOISTS Wr.ORPORATFD INTO MASTER PLAN 06176/1& CONSTRUCTION DOCUIENTS REISSUED MAIM ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL OMAS DETAIL- 'ADDING BAR TO FOND BEAM' ADDED TO 812A 02126/19 PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ=.'s 03ft" REVISED LINTEL SIZE AT FRONT ENTRY DOOR 0446A9 UPDATED LEDGER BOLT SIZE 4 SPACING IST FLIt LIVING 1,104 60 FT. 2ND ILit LIVIN63 1,501 So - FT - TOTAL LIVING 2A,05 Sa FT. 431 Sa PT ' PORCH ELEVATION N' Ill $0. FT. - TOTAL ELEVAJION W 3,153 SG! G'xW PATIO 60 Sa FT. 06f" REVISED I -JOIST LAYOUT 0641/19 ADDED LED LIGHTS TO rJTCHEN 4 ISATWRO" MR MAW, EMES 01123AS ADDED STONE OPTION TO ELEVATIONS -3', 'W, 'J' 4 'K' &A3119 LEDGER BOLT SPACING REVISED IV125AS ADDED OPT. W-O'CEILW. MOM OVOM REPLACE LOP CONNECTORS, UT14 SPIPWN CONNECTORSPG 0310940 REVISED DETAIL ON SHEET D2 OPT. V-V Mo. Wit - REVISED STAIR SECTION DETAIL FOR OPT. V-0- Cm W.T. "/21 MO FOC UPDATE 03/03/21 ADD SOPPIT DETAILS STRUCTURAL SHEET # DESCRIPTION 03/05,21 ADD FLAT HEADER • 11-61 AFF (W-01 CLG ONLY) PG SI-FOUNDATION PLAN PG SIAA-DETAILS PG SI.2-FIRST FLOOR DOWEL PLAN PG SI.2A-DETAUS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DLPrAIIJNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.IA-DETAILS PG S3.IB-DETAILS PG S&IC-DETAILS PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI , a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.IA_SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNI-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SDI -SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE 4ON6UCTION BASED ON THE DRAWING SET. .1 N. RONALD REAGAN BI LONGWOOD. FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 EEO [ sumlv. asLOT: ABBOTT PARK LOT #6 BLK. #9 PLR AWTIP 04181.000-06091 MODIIIIIII, 4EHB "2605-HAYDEN" CARAOU WWWGs RIGHT PALM COVER SHEET 160v-WH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Ah EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK i. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER Q DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %' INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLU IBINQ 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %- PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FRASHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 3/' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILMN 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SO"ffS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12110/20 (RM) '1 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 n a UBDM ae LJOT: ABBOTT PARK LOT #6 BLK. #9 PROJECTf 04181.000-06091 MODET " 4EHB "2605- HAYDEN" OARAOE SAIATG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C 06 ;yw"l , c��'►', D �: 5/04/ 11 VICALS: 1/4"=1'-0" ®HEST GN PATIO e iA 2'-8' 0 is r - - - - - - - - I -OVERHANG of ROOF o. 3052-SH -606- I 21'-4- I I ROOM I 5'-0' Q G LIVING m ROOM — BED 1 CVA p S'-0' CLG. cI'-2' 3'-8' 6'-6' 2'-10' 6'-10' 3'-8' 9'-0. q I I I FLAT HDR • T-6' AFF. (2) 206E I 'v O 1 a l l 1 POST -- --- IR-18H I � ro I0 KITCIM 5'-0' CLG . fl Vic S'-O' I d 11I CIV BATH#2 TUB/ I I I " I i I I I I I J I I I I -� 2'-10-10' V-8' 5'.4' ' ' 3'-4 5'-S' 3' ' B. H M ? I WH. STAIR DATA 286E 8C. 15 RISER • ID220 MIN. 3-SHE --- 14 TREADS 10' BOLLARD AS REQ. II FLAT HDR • PER BLDG. OWET-6' AFF. 13'_0' II 4�_1, I� PLEX D VIVO a S'-0 U!s III m POYER S'•0' M& o n GARAGE d-m 0 III FLAT HDR •IIII 1'-b' AFF. III 0 III -' 2'-10' I6,_0• '-10, 9' PORCH e W-0' CLG v I-------------------- B O °? 16'-0' X 1'-0' O.H. FIRST FLOOR PLAN SCALE: 1/4' • I'-0' NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VOERIFY CONDENSER PAD LOCATION WITH SITE PLAN T HER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN Oy'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGE$ BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE WDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (ITN ED-) 302.1 CWSSIT AID CI ADON0 MD LOADS sm uc DFom FD8 S olmo OIAIS aresoe Saab 2101E NO M'H W MAD FOYM ANDIWE FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING NS 5 36/-41 DR MIN. CRITERIA SfsD. MIN. 41 5 34/-43 CRITERIA 16010 O.H.O. 112 5 310/-34b 12'x12' SOFFIT 1 5 313/-4%9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.- C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CON. DAT$OpOYf1 SQ.FT. CALL. S 1ST FLR LIVING 1,104 $a FT. ?ND RR LP NG, I801 SQ. FT. TOTAL LIVING 2*05 Ga FT. GARAGE 431 $a FT. PORCH ELEVATION 'H' III Sa FT. TOTAL ELEVATION 'H' 3,153 SQ. FT. 8'x10' PATIO SO So. FT. MASONRY/FRAME WALL LEGEND W-0®LL LINO ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UND ON PLANS Il'-4' BRCS. INTERIOR ® BIBCs. WALL U.N.O. ON PLANS 44' INTERIOR� LOAD BR3. WALL UNA. ON PLANE -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE d N. RONALD REAGAN 01 LONGWOOD, FL32750 PH: 407-774.507E FAX: 407-7744078 www.abdesigngroup,com AA #: 0003325 S 6 8 c IA W 0 S eUBDM !¢ ]LOTil ABBOTT PARK LOT #6 BLK. #9 PROJECTf 04181.000-06091 MODZU 4EHB "2605- HAYDEN" GARAGE aRING: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP C TOP PLATE 9 m D BAR, DETAIL 1,_0' (2) LAYERS OF S/4' PLYWOOD OR (2) LAYERS OF S/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING AHU SECURE TREADS TO STRI LASER W 3PlS S' SCREWS . EA STRINGER UNTHREADED SHAW . TO EXTEND BEYOND THICKNESS OF SUB-PLOOR SHEATHING i c / I / 42' WI. V2 WALL UV / w CAP / 9/4' ICIGIC PLATE / LN08ING I' MAX. STOR. / 3-2.12 6YP STRINGER / IEIFORCED W/2X4 SPF / WCONT. BEAD OF SUB•FLOOR ADHESIVE PL-400 OR SIeLARE . / EA HORIZONTAL RUN / 2 X 4 RE•IFORCING / . EA 2 x M STRSY#R SECURE W/I241 6'-S' Or- -2X4 ATTACHED W) NOG MASONRY NAILS . 2X4 P.T. SLEEPER INTO SLAM UWTHM 8' OF EACH END. 32' = MAX 42' HIGH HALF WALL UV CAP 5.•m. S/4' TIG SUD FLOOR LAU N . GLUED N SCREWED, PER FASTENER BCHEDLL.E 9'-4 3/4' 2W S'-0' BR... ol PRE-ENO'D FLOORING SYSTEM (SEE FLOOR FRAMING SWEET) NOTE, STAIRS RISERS TO COWFORI'7 TO FBCR ITH EDIT104 (2020) —Al M MIN' TREAD.10' AX RISER.l S/4' STAIR SAG' MAX VARIATION IN ISR • IS2' RISEFFAh ADS ADJACENT' TO EACH 14 TREADS S OTWER S)S' MAX VARIATION IN ANY 1' NOSING RISEILIMAD HANDRAIL CIRDLAR CROSS SECTION DIA TO BE I V4- .-V4' OR PROVIDE EOUIVALBVT GRRASPABILITY WNDERS- MIN. 6' WON . NARROW END MIL II' UDTH . G' PROM NARROW END 34' MIN. HANDRAIL HST. STAIR SECTION B SCALE. I/2'.I,_m• NOM 4NOLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL WIAVE WALLS, UNDER STAIR SIAWACE AND ANY SOFFITS PROTECTED ON THE @INCLOSED SIDE WITH 1/2' GYPSUM BOARDS. POOR 302.1. HANDRAIL • 361— V 2X4 RE-I'FORCING THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.82 NOTE= HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I{'t 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2020 HANDRAIL SECTION CSCALE= 3/ '.1'-0' --�— 004HDRDTL. --= I/2 . 1'-0. NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS MAY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J C a 9VHDIV. ac LOT: ABBOTT PARK LOT #6 BLK. #9 PROJECT# 0418 .000-06091 MOaEIA 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: FLOOR PLAN SECTIONS & DETAILS 160 MPH EXP. C omm in mmmynnn I a I wlxf4fm1ffmn a agwr4! p. w ip 7 A. a zws: I a a rwmo 1 a a j %mmz a al:!.' 040-81 3m2-sw $M-84� -.Llil�cnn .. I I I 1 1, , 'Erl I Ecolwas I Ecomw ml gs SECOND FLOOR PLAN WALE. 1/4 - I'-V' I N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA *: 0003325 P'BUBDM LOT: 4k ABBOTT PARK LOT #6 BLK. #9 PROJECT* -06091 MOIDZIA 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN 160 MTH ENR rpp.MT DATE: 5/04/21 BCA=: 1/4"=1'-0" 8*1MET A2 SHINGLE FYPON I6'X48' DECORATIVE SHUTTER OR ECUIVALENT Il'-4' 2ND FLR, BR's HGT�� I I FYPON BKTIIXIIOR I i EMIVALENT I I 6' RAISED I I BAND (TYP.) I I = W-4 3/4' w 2ND FINr—' 8'-0' BRG. HGT,4, ENTRY" 4B I 4' RAISED TYP. I BAND (TYP. 8' RAISED BAND (TYP. I 0'-0' FIN. FLR, BRG. H63T."' I I I I I I I I J'-4' 3/4' 2ND FLR �, _ FIN. FLR/BRG. HGT. —� 8'-O' CLG. TYP. I I I I I I 0'-0' FIN. LR�__ J FRONT ELEVATION SCALE. 1/4 . V-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 12 z1S 0 .D o 25'-4' BLDG. W.T. 4' RAISED BAND 6' RAISED BAND V-4 3/4' 2ND FIN. FLR 8'-0' GLG. HGT. —OPT. COACH LICaHT 0'-0' FIN. FLR __�Il'-4' 2ND FLR BRG. HGT. -m' b'3'-4' 3/4' 2ND FLR FIN. FLRIB E HGT. CLG. HGT. _ 00'-0' FIN, FLR AREA OF ATTIC 15M SO. FT, NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1585 /300 5.28 VENTILATION AREA X SCL INCHES PER FT.(144) = 780.8 SO, IN. WN. REQUIRED VENTILATION = .5X 7608 IN UPPER PORTION OF ATTIC - 380.4 SOL IN. OFF RIDGE VENTILATION AREA = IIS SO, IN. PER VENT 380.4 /115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTAL* OF VENTS PROVIDED • 4 'AREA OF ATTIC 15 THE PEW NITER OF THE HOUSE, LESSTHE OVERHANG EXTERIOROF WAULTO EXTERIOR OF WAL4 NO OVERHANGS INCLUDED 112' TWX K 2 COAT C 0 ENT PLASTER APPLIED D114' 6AIY TO MABO 4'w4GALV. 'L'-TT'PE K A614NG SET N FIBERGLAS6 SMNGLES WAlDERLAYI'RNIT A6 PER FBCR 216 6YP PT LEDGER W 8O611 ROOF BHEATFING TNIICIQ4E66 IR'R&• fl4READED ROD 37' AS PLR SHLLT 6NL SECl4nE0 PER O.C. 4 VXTWN W OF EACH FO6TENER BCFEDULE Elm MAX SET N ORT-80N SII'IPBGN LBU-2i�\ 14 W STRENGTH EXFOXY 2.6 Gyp RAFTERS OR PRE-ENG'D TI#USS— --- I EROOP IL 2X6 SYP PT LEDGER W MRL TA6' Oee SV4EATNNG �'•&' THREADED ROD GUSSET TO EI &ECUT14 TO 32' O.O. 4 WITHIN i' OF 2Xi MEMBERS W Sd NAILS EACH END MAX SET N F'll"Imm I'-4' SIMPSON HI*N 8TRENGTH BRMR•8014 LUS-26 UV (4) 10d'# 2'-0' 00-cw 6' MN EMBED. TO LEDGER AND (2)10d4 To 2.6 JOIST CHMNEL FOR SOFFIT OVERHANG DETAIL A SCALE: la . I'-0' ENGNWRIND WOOD TRU68E6 • 24' OG. SUBMIT GWOP DRAWINGS ED 6EALBY O6610NAL ENGSEER FOR REVIEW PRFE # ACOMMENT& lm PLYWOOD S/EATHIMG SEE BTFWTURAL FIGT. ROOFNG AND FLASHING W DRIP TRIM, &TRAM AND Al OXM EDGE PER MINIM WARRANTER 80 STwwnWAL ReCilIREMENTe WRAP FASCIA wTH BREAK METAL 4d. 2x6 WORD FASCIA SEE an nkjanmaL OE'y'I P STRUCTURAL FOR FASTENERS YSIMO 60FPIT PER ATTIC CALC'S VI' TTUQC 2 COAT CEFEMT PLASTER APPLIED DIRECTLY TO MA60NRT RAISED TRIM PER ELEVATIONS 2ND FLR WNDOIV PER PLAN SOFFIT DETAIL (:)RAKE B SCALE: 1/2. I'•®• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 14111 kk S � leg All sXMDIV. & LAT: ABBOTT PARK LOT #6 BLK. #9 PROJECT/# 04181.000-06091 MODEr1 4EHB "2605- HAYDEN" GARAGE SPYING: RIGHT PAGE: FRONT & REAR ELEVATIONS „H„ 160 MPH E . C 6 /202, DATE: 5/04/21 SCALE: 1/4"=1'-0" SFIEET A3 H 1'1'-4' 2ND FLR, BRG. HGT. -------- V-4 3/4' 2ND FLR '-�, FIN. FLR./BRG. HGT. S0'CLG.HGT,t -___-_- 0'-0' FIN. FLRe, IT'-4' 2ND FLR �, BRG. HCsT. V-4 3/4' 2ND FLR �, _ FIN. FLR S'-0' ERG. HGT's _ • ENTRY 0'-0' FIN, FLR,.. LEFT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH IE DOWN FOR FYF"ON E9CTIIXIT OR EQUIVALENT BRG. PI'-4' 2ND FLR --- HGT. 9'-4 3/4' 2ND FLR FIN. FLRJBRG. NGT. _ o'-0' BRG. W.T. •• ENTRY 0'-0' FIN, FLR ,�Il'-4' 2ND FLR BRG 9'-4 3/4' 2ND FLR. FIN. FLR 0'-0' CLG. HGT. 0'-0' FIN. FLR. 1441 N. RONALD RE -AN SM. LONGWOOD, fL32T80 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA k: 000332E J BVHDIV. Se LOT ABBOTT PARK LOT #6 BLK. #9 PROJICCT# 04181.000-06091 MoDm3w 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: RIGHT & LEFT ELEVATIONS „ H„ 160 MPH EXR MAY P 6 R Ri3z3' J Dmarr AM 5/04/21 BCALS: 1/4"=1'-0" xsmcm A4H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 2W OUTLET 20 AMP 81406E POLE IIOV OUTLET %VV OUTLET N OFOUTLET WEED To WITCH OIFI TIOV OUTLET WAfIRC "� R (TA Isom W E"NOT R "TAW TTPE1 220V OUTLET (4J OW CONECTION FAULTprwxwp SNOOD 12PI OURLEWTTE WITCH WITCH S-WAY OPER WITCH 4-WAY OPER L>'i U41J. F'1OUNM 1� LOW CEILING; LNMWT © LED CLG LIGHT ©vp LED VAPOR room LOW O VP VAPOR PROM LAM OQ IucueEo CAN eYENi. PAN i cm PER Sa PT. " W "'R` 1IIA.IGHT 1 MM I•Ele 84 Fi. L� [� RxTBE f8PlCY 78D BY RMLOM UOIE 2.OILB WRM ® ( L ) AKTND (&UII+AGE t'NT { 2' RAJO RBCB/T 4' FLUORESCENT W--A st Ar W TRACK LOW 0 PAIL METER • S.D. SMOKE DETECTOR MATT. MACK40 WL}N� r_sS� LJ CALL. 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Zen EDITIOAL • 20 N'7P DEDICATED LAW CIRGST, • GPI • ISLAND (NOT ON KITCHEN CNRCUIT) • DIBFNW&FER DI8CONECT TO BE LOOKOUT N PANEL • BATHROOM E)dAUST PAN TO HAVE MN, CAPACITY M be OM INTERMITTENT` PER ELECTRICAL PROVISIONS M SECTION MEOT3 PBOQ TTN EDRION []OM). • LAUNDRY ROOM RECEPTACLE &WALL BE CAMID FAILT CIRCIM-NTEMIPTER PIeOTECTION FOR PEIEONEL ON FEEDS • IR&G METHOD SHALL BE NCN METALLIC CABLE PER ELEGTRIC.4L PROVISIONS M IRON TTU ED (2e]e1 • ALL WORK TO COMPLY WT14 ELECTPWAL PROVISIONS M THE R3C1[TTH ED r2e201 • T&R Q LAWNG MIST BE [NEIETT [PPIfJLDE AN PER F18G Emomay CahISERVATION fRE81DENTIAL SNeRGT PATIO — — — _ — — _ — — — - I R WP 0 I I LIVNG PCLG FAN ROOM i ROOM — — GL.G PAN CL r, 'g' I ' BDRK #2 I J I GFI I ( /- O L SWITCH IN\ I CADINET i I 1 /TO 2ND FL — I II I l IQTCIiIId FOR DW I r I SWITCH S II � I I I BATH #2 e 1, --- 1 1 L -' L I / - I I I I I I 1 ,�I, PAN. 1 GFI • 44. $. FOF —CFI I S/CO APP. 1 GARAGEDOOF 1 1 �' T--_ L III PLEX C, J PRE -WIRED III FOYER CLG FAN III! 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IT EmDPIRIT 11 NTIVOYSTEM BONDaG TEPR NAL AT LOW VO.TAM CON ECTION& PROVIDE " AMP, W440 VOLT, I F%"W SECOTCART--rWDIA I ,< cu SERVICE ORO#D CONNECTED TO CLlOTIeIGAL ameV= PROVIDE 3 •1 COPPER (Gu N CONCRETE ENCASED POOTER STEEL PER I.14" DIA 8CFlDULE Be PVC CONDUIT OR PROVIDE } ELECTRICAL RPKMGIOW M THE FBOR TTH VAS ALWNS'I (AL) IN T" DIA SC{EDLLE Be PVC EQlI 01 C40NMT L14J M SSRACIR R PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTI THE ELECTRIC XS P LONS COPPER CLAD GROUND ROD COMPANY PRIOR TO OD. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003326 W F Q IIP stmDnBBOTT PARK LOT #6 BLK. #9 ROJECT# 04181.000-06091 MoDEI: 4EHB "2605- HAYDEN" GARAGE SITING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP C 2021 Dpmrr AB., 5/04/21 SCALE: 1/4"=1'-0" SKEET E1 ELECTRICAL LEGEND SYM®OL DEFINITION NOTES DaV OUTLET m AMr SNOLE rota 1WV OUTLET IIOV OUTLET w OF OUTLET wRro TO maraH art IIOV OUTLET 1101AW IwRD PAL NTERIRER (TAMPER! RESISTANT TYPE) 220Y OUTLET (4) ARE C0EEGT1ON EKT. WATRgPwAw OUTLET ORASC FAULT NTERRrTR BWTCH OUMTC 4 a-UTAY OPER $4 SWITCH 4-UAY OPER Ji WALL MOUNTED �f LIOIR CEILING LOW © LED CL.G LKINT Lao VAPOR ©v' PRDw LIONT O VF' VAPOR PR7OP tIDHT @ maxwD CAN eVENT. PAN I CRT PER da Pr. wNT. 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ALL 0 4 20 AMP- ORANC14 CIRCUITS TO Ga ARa PAULT PIR07ECiED PER ELECTRICAL PROVISIONS OF MM Tn( EDmaN rxmxm) K NEa alma xmlT EDInaN. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • apt • EE LAND (HOT ON KITC N CICR) • DISHIUASIER DISDON ECT TO OE LOCKOUT N PANEL • BATHROOM ENFIAIMT PAN TO NAVE MN CAPACITY OF N CPM INTERMITTENT PER ELECTRICAL P ROV10" OF SECTION MBOT! • LAUNCIRY ROOM RECEPTACL SFIAL.L EE OROIFO FAULT CIRCYR-NTCRRr1ER PROTECTION FOR • UPUNS METHOD GWALL W NON METALLIC CABLE PER ELECTRICAL PROV*K44 OP PBCR TTH so r2mxml • ALL IJOR K TO COMPLY UITH ELECTRICAL PRDVUIIOPE OF THE PBaR TH ED lxm2ml • d I CoD BT •1 Mm dND TSf OF LIOHTN6 sw EL BlR2T IPRCIER TTAE PEIR eiEa =T L �Ve?4 v lRIDS,Emm _ 1,E11T E4ICIONCY) 2020. T1h EDITION R4m4) i'— I ------------------------—1 SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4' • I'-®' e LED LIGHTING @ DOUBLE LAV. OATH M LED LIGHTING @ DOUBLE LAV. BATH •3 MAY 0 i i"I N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX- 407-774.4078 www.abdesigngroup.eom AA #: 0003328 SEE q C av9DIV & LOT: ABBOTT PARK LOT ##6 BLK. ##9 PROJECT# 04181.000-06091 MODELc 4EHB "2605-HAYDEN" GARAGE 911MG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP C rt FIRST FLOOR PLUMBING PLAN SCALES 1/4 . I'-0' --------------------J SECOND FLOOR PLUMBING PLAN SCALE: 1/4 " V-0' VTR MAIN PLUMBING RISER DIAGRAM MAY 0 6 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 A a StmDrv. as LOT ABBOTT PARK LOT #6 BLK. #9 PROJECT* 04181.000-06091 UODErA 4EHB "2605- HAYDEN" CARACE awrNO: RIGHT PACE: PLUMBING PLANS 160 MPH EXP. C DmNT ATE: 5/04/21 SCALE: 1/4"=1'-0" a*rEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 'ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRICTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED SATH ROOMS, SHALL HAVE UNDER -CUT DOOR$ FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. J. ALL FIRE RATED CEILINGS AND WALLS WALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO NAYS. RECOMMENDATIONS AND FCC ITH EDITION (2020) MECHANICAL CODE SECTION 60'1. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. PANTECH DOP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. AIR SUPPLY SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCCNS UNIT SIMPSON WIS ROLL STRAP OR EQUAL AIR HANDLER SECURE STRAP TO UNIT W/ (2) EVAP. TRAY 4' CONCRETE SLAB 48XI 1/4' SHT. M. SCREWS CONDENSER UNIT PLATFORM CONNECTION TO PAD - NOTE, MAIN GOND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL BRASS PLUG -�--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEG nFLOOR SLAB CLEAN -OUT (TYPN ATTIC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD CEILING EXHAUST PAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL VAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL b AIR RETURN SUCTION AND LIQUID y REFRIGERANT LINES y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR ITH EDITION (2020) MECHANICAL SLOG. CODE SECTION 3012.4 HVAC DRAINS COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'X8' CONC. PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN I I I I DrnrTnrc �ae� 14' S/AIHir FROM ROOM ABOVE BEDROOM i2 I-�- ----- 1 12X8 III-----+---------- A--------u II n I i II 12XI2 14X------- � I II )O I --------------- ASS THRUz P II BATH i ` ISITC� ' �� I I I I I I I TOR I I I i 12XB �4 \ sxs,� III---�— FOYER III III � 6' S/A FROM ABOVE GARAGE FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 - 1'-m' WH 1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 b V �j g a a Qpypypy SU33DIV. Ac I.OT: ABBOTT PARK LOT ##6 BLK. ##9 PROJECT# 04181.000-06091 MODELc 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP C MAY6 2021 Ua AR aiT DRERT ATIC: 5/1 SCALr. 1/4"= SHEET i 1 i--------------------------1 SECOND FLOOR MECHANICAL PLAN SCALE, 1/4 . V-®' 1 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdosigngroup•com AA M: 0003325 -kill- aFV ausDly. ac IAT ABBOTT PARK LOT #6 BLK. #9 [PROJMT# 04181.000-06091 MODEU 4EHB "2605- HAYDEN" GARAoa 8wn90: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP C WW 20723 J DATE: 5/04/21 SCALE: 1/4"=1'-0" asiEET M2 2X4 TOP PLATE PRE -FAD TRUSS ta' OLD. BOARD 1/2' DRYWALL -- Wr SECURE ST. — PLATE TO SLAD W/ Wd MASONRY NAIL • 32, or_ MAX FIN. FLR 2X4 WOOD STUDS •24' O.C. SLAB O I UNO IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 1Fi' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. G TYP. INT. WALL NON—BRG.1 SCALE, 3/4'.r-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.L1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM BOA OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION IQ-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. O.H. R-4.1INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL tx2 P.T. FURRING—� STRIPS 24' O.C. S CMU_ 1/2' GYP. WL. BD.— WOOD BASE I 0'-0' FIN. FLR _ ! do ti W/ WINDOW OPENING S' DIA OL.E", DO NOT CUT PE BOND BEAM NOT CUT ID GROU T THE DOND W/ (IY .5 BEAM (2) COURSE - REBAIIS A PIPE THROUGH BOND BEAM SCALD FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF GMAT14NO THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ALL-u— 0'-0' FN. PLR. ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 16095.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4'"1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. AID ww MR muIN 2B GAS LINE THRU BLACK 0 seAu, w•.r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-J— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR jj e• crn.1 9' AITIeDvx Isa. APPPVV vKV. o,--• `OO OV6PWZAD DR • 7RAaG r BY onaRe �AaIBBD TO I%wm 1RACx WRACKM W)PRODUGT AITMOVAL RlG. s GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-0' i-2X4 SPF 24. O.G. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS—• STIFFBACK AT ALL UPRfGI4' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS C x RAT RUN SECURED PER---// STRUCTIRLICTURAL DETAILS J/ SEE ENERiY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL .Ix2 P.T. FURRING STRIPS • 24. O.C. V2' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Fr-v 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-ib IN ACCORDANCE WITH FBCR 2020 a 'ITH EDITION, SECTION R301.13 AND 16095.1. N W/ WINDOW OPENING ® TYP. WALL SECTION NO OPENING NOTE: r6"' I —STORY GABLE BLOCK WALL METHOD BE USED FOR THE INSTALLATION OF ROOF D1 SCALE: 3/4•.r-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 9TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE If OR ASTM D486S TYPE III OR TYPE Iv UNDERLAYMENT, 11 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 000332E till [stmDrv. ae IAT ABBOTT PARK LOT #6 BLK. #9 PROJMCT#L 04181.000-06091 MODEL' 4EHB "2605— HAYDEN" GARAGE 8MING: RIGHT PAGE: DETAILS 160 MPH EXP. C DMNT ATE. 5/04/21 SCALE: 1/4"=1'-0" 8FIEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9@Y5.1.1. AS PER FBCR WS.I.L ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNL SECURED SHEET SKIL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. ER PRE-ENG WD. T ER 24' OZ. MAX. � LEVATION 24' OZ. MAX. IfELEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED O.W. 5/8' GYPSUM BOARD ELEVATIONS IO A 5/S' GYPBU'1 BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP, OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD RE�RENGE I I Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 NSUL. REFERENCE R-4J INSUL. STRUCTURAL J W y v I � W WINDOW ATTACHMENT w AS PER If MANUFACTURES SPECIFICATIONS —REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING 1/2' THICK, 2 COAT E GLUED AND NAILED 1/2' THICK, 2 COAT � SCIHEDULE PORTLAND CEMENT A8 PER NAILING SCHEDULE PORTLAND CEMENT wp PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO W MASONRY MASONRY m IX2 FIRE -STOP L NATION UC2 FIRE -STOP L vATION SEE STRUCTURAL SEE STRUCTURAL jPE LEVATI Lv ION 5/8' GYPSUM BOARD 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2, HIGH STRENGTH BOARD CLG. BOARD ER t L VATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 NSUL. R-4J NSUL. iR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD DABE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 P.T. FURRING STRIPS e.24' O.C. B' cm 1/2' GYP. WL. BD. WOOD BABE d d tl: tl `INE E E L L -a n q: W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 8/4'.I'-®' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 401-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 W St=DM S. IAT: ABBOTT PARK LOT #6 BLK. #9 PROJECT 04181.0M 06091 1[ODEX. 4EH6 "2605-HAYDEN" GARAGE BVfMG: RIGHT PAGE: DETAILS v.160 MPH E C Ta, 2X6 P.T. • CENTER OF DOOR HEADER 6ECUED W/ (U VY X e' J-DOLT W/ 4' MN EMBEDMENT WV 2- X 2' X Ve' W46HI R 4 NIT opt W/ (2) IR' X 8• ANCHOR DOLr6 WV 2• X 2' X V8' WASHER 4 NIT 4 ® SECURE 2x TO ELK IW 0 1/4' TAP-." 0 50 1 1,12EMBED. e' Or- 4- ED DIRT, 1 1`12• EDGE DIET. BIDS& 2X6 DOOR IS— 6ECURED WV (a) 1,12' X V J-BOLT OR ANCHOR BOLTS, UV 4- MIN. I'J'1DEOMENT, WV 2- N X 2- X IW WASHER 4 NUT. (1)WITHIN 8. OF TOP, (1)W 41N 0' OF THE BTM, 0 (3) EVENLY SPACED. 0 Name. ALL ANCHORS SMALL BE IN ACCORDANCE TO MALFACTUREW6 INSTALLATION INSTRUCTIONS WERE SUCH NATRWGTIONS AM MeN! ATRNUMT GARAGE DOOR 1 BUCK ATTACHMENT 3 4C4LL w'.rr 17C4' P.T. NA 6' cm W' DOOR Ix4 P.T. OR S/4'X4' MN SECURE THIRI FRAME 4 NOTE, SHIM AS NEEDED TO RUMJAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLACK +3/4" OR +5/4" 2X4, SEGUE TO BLOCK IW 3A6'TAPGONS MIN SHANK SIZE J45 MIN 00 MEAD SIZE 3 MN EMBEDMENT I V4.1 WITHIN VOF EACH END 4 15' O.C. MAX SPACING. 2X6, cm RE SECUTO BLOCK WK2) 3/16' TAPCMON6 MN GHANC SIZE.415 MN HEAD 61% 300 MN EMBEDMENT 1 V4•) a, Cm WITHIN 8' OF EACH END 4 b' OG MAX 6PACM6. UV DRYWALL a, 2X1� I'X4' E 6EGUTO BLOCK P.T. NAILER W(2) 3/16' TAFr," DOOR CASING (MN 6MANK SIZE J45 MN HEAD SIZE 900 MIL EMBEDMENT i V4') WITHIN 8. OF EACH END 4 B' O.C. MAX DOOR JAMB OR WINDOW �U4'C ATTACH TO 2X PER MAN FACTUES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" n 1►1NDOW TO BLACK +1 1/2" 2X4, m SECURE TO BLOCK W/ 3A6' TAPCONS (MIN. GWAK SIZE J0 MN HEAD SIZE 300 MN EMDEDMLw 1 1/41) WITHIN VOF EACH END 4 W Or- MAX ePACMG. 2X6, NOTE, SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" n 1►1NDOW TO BLACK +1 1/2" 2X4, m SECURE TO BLOCK W/ 3A6' TAPCONS (MIN. GWAK SIZE J0 MN HEAD SIZE 300 MN EMDEDMLw 1 1/41) WITHIN VOF EACH END 4 W Or- MAX ePACMG. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCON6 (MIN. 514AK SIZE.NS MN HEAD SIZE .300 MN EMBEDMENT I V4') WITHIN e' OF EACH END e• CMl 4 0' O.C. MAX SPACING. 1/2' DRYWALL 2X8, m SECURE TO BLOCK SW2) 3/16' TAFCONB P.T. NAILER MN SHANK SIZE .MIND 1/I6' OASM X 4' MN MIN. 14EAD SIZE 300 MN E'IOEDI'ENT 1 V49 DOOR CASING WITHIN 5' OP EACH END 4 W O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAU FACTUEG DETAILS. NOTE, SHIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/18" n111NDOlI TO BLACK +1 15/18" 2" m SECURE TO BLOCK WV 3A6' TAPO" (MR SHANK SIZE .145 MIN. HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN V OP EACH END 4 0' OG MAX 8PAVNG. NOTE, STRUCTURAL 2X MIST DE 2)(6 ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK TMROIXaH NON-STFWClUPI AL WK2) 3/16' TAPC046 3A6' TAPCON MIN 1.1/4' MN SHANK SIZE J45 EMBEDMENT INTO BLOCK MN HEAD 61ZE 3" MN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END e' CM) 4 18. OG. MAX SPAGNS. IR' DRYWALL 2Xe, Imo ❑ PX4' BEORE TO BLOCK WK2) 3/16' TAPGONS - P.T. NAILER MN SHANK SIZE J45 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN VOF EACH ED SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURED DETAILS. NOTE, 6MM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" r11IiND01l TO BLACK +2 1/4" 2X4, m 2X4, m SECURE TO BLOCK SECURE TO BLOCK W/ WIN16' TAPCONB (MIN. 1/4' TAPCONS (MIN. 6WWK SIZE J45 MN SHANK SIZE J45 MIN. HEAD 812E 300 HEAD 512E 300 MIN. EMBEDMENT 1 114•) MIN EMBEDMENT 1 I/4') OTHM W OF EACH WITHIN 8. OF EACH END 4 IS, OP. MAX END 4 b• O.C. MAX 6PACMG. SPACING. 2X6, ® 2X6, = SECURE TO BLOCK SECURE TO BLOCK W92) 3116' TAPCONS W N2) 1/4' TAPCONS (MIN. (MIN. 6KANK SIZE 145 SHANK SIZE.145 MN MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MN EMBEDMENT 1 1/41) EMBEDMENT 1 1/4') WITHIN V OF EACH END a' cm WITHIN 8. OF EACH END IC 4 15, Or- MAX SPACING. 4 IVMAX SPACNG. 1/2' DRYWALL 7xI, ® 7Xe, SECURE TO BLOCK I'x4- SECURE TO BLOCK WK2) 3/16' TAPCONS P.T. NAILER WK2) 1/4' TAIRO" IN. (MSHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE 30 MN HEAD 61ZE 900 MIN. HEAD SIZE 300 MN EMBEDMENT i V4') MN E'BEDMmIT I V4') WITHIN a' OF EACH END WITHIN e' OF EACH END 4 10' Or- MAX 4 W Or- MAX SPACING. DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER M~ACTURE8 DETAILS, NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 �DOOR IAMB TO BLOCK +3" r1T[IMa� Tr 'rn w2nr4c ia• 2X4, m SECURE TO BLOCK WV SAW TAI•CONS (MN SHANK SIZE Joe MIN. MEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 4 18' OG. MAX 6PACING 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONS (MN SHANK SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT 11149 WITHIN a' OF EACH END 4 M' OG. MAX SPACNG 2Xe, SECURE TO BLOCK W/0) 3/16' TAPCONS MN eNA)ac SIZE 146 MN HEAD SIZE 3" MN EMBEDMENT 1 1/4') WITHIN e' OF EACH END 4 W O.C. MAX 6PACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3M' TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK NOTE, 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 e' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASIN3 241D 2X SECURE TO 6TRUCTURAL MEMBER W1(2A2d WITHIN a' OF EACH END 4 6' TO e' Or- MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" /-. \Tamo1/ To BLOCK .Fs" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') e' cm 1/2' DRYWALL PX4' P.T. NAILER 1/16' OhAl, X 4' MIN. r- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& DOOR JAMB TO BLOCK +3 7/18" 1FDQDOR TO BLOCK + 7/18" 2X4, m SECURE TO 15LOM W/ 1/4' I'APC.ON6 (MIN. 614AM SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN 8' OF EACH END 4 W O.C. MAX SPACMCa NOTE, STRUCTURAL 2x YUST ISE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH MCN-BTRUCTIRAL W/(2) V4' TAPCONB (MIN. 3/16' TAPCON MN 1-1/4' ewwK SIZE .146 MN EMBEDMENT INTO BLOCK HEAD SIZE JIM MN E'BEDMRNr I V4•) WITHIN 8' OP EACH END e, C1'U 4 u' O.C. MAX DPACMG. �' DRYWALL 2X6, Imo I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 1/4' TAPCONS P P.T. X 4' MN MN SHANK SIZE J45 MN HEAD SIZE 3" MN ISMISEOMENT 1 V4') DOOR CAGING WITHIN e' OF EACH ED 4 W Or- MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTIRRE6 DETAILS, NOTE, SHIM AS NEEDED TO FERIAS JAMB (00 NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" aOw TO BLOCK +3 3/4' MAY 1 N. RONALD REAGAN BL L.ONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 D O K 4 SUIBDIV. ac LoT: ABBOTT PARK LOT #6 BLK. #9 PLiOJEOT#4 04181.000-06091 MODEZA 4EHB "2605-HAYDEN" GARAGE 8WDfG: RIGHT PAGE: DETAILS 160 MPH EXP. C DA1M.- 5/04/21 sc.u.E: 1/4"=1'-0" MINE= D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLN MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 12473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3Z/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1ZI31/2021 23872.4 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 12/31/2021 13372.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1044194 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 10/2Z/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FSCt 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10440 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2D23 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCt 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/32/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/Z/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/19/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 1Z/31/2024 15353A MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FKA 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.S THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-1)" SWINGING EXT. DOOR Z020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROL DATE: 05/OS/2021 4 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 83 n SVHDIV. ae LOT. ll ABBOTT PARK LOT #6 BLK. #9 paoi IaCT 04181.00- 0 091 MODEM, 4EHB "2605- HAYDEN" OAPL"= s11ARO: RIGHT PAOM PRODUCT APPROVAL LISTING 160 MPH EXP. C PREFORMED CONTROL JOINT'S PLAN= OF CONTROL JOINTS Td BE WIRED TIED TO LATH A 6' O)C. MAX (VERTJ. NOTE,, DO NOT PLATEN CONTROL JOINT TO WALL EVEN P STUD EX18T6 BEYOND EXCEPT STAPLES UU S. LEG MAY BE ECILLJD TO . M CONTROLJOIINT S CUP" NSTALLATICN -� PASTENERS TO BE SPACED---777 • 1. O=MAX VERTICALLY 1 / I' THICK 3 COAT CEMENT PLASTER UM LAYER 4, FORTIPIBER NXLDNS PAPER APPROVED METAL LATN FASTENED •T (VERTJ O.G. MAX AT SUPPORTS WRE LATER -1, STUCCO URAP UIDOD SHEATNNS LATH 6HALL NOT Be CONITINIJOub TlYI CONTROL • rar _""._ _.._ �LJ! v _ JOINTS BUT SWILL BE STOPPED AD TIED AT EACH 61DE. PROVIDE 2X4 BLOCKINS PER A67M Cl"S PLACED PLAT MAX S' TO a PROM CONTROL JOINT WHEN NOTE, \ / CONTROL JOINT PA RS FALLS ON L PASTENEFOR LAT14 TO BE NAILS OR I i STRUCTURAL STD STAPLES N COMPLIANCE UV A67M CIM3 2. WIRE TES TO BE (NO. 16) 06410' URRE / 1 D. OLOCKNS SHOUN MAYBE N ADDITION/ \ TO WALL STUDS REMIXED PER PLAT Illllllllli II III III I Or'M" TYPE CONTROL JOINT OL ra.o wwRa • Pr. A ®raLD OL FOLD ►alAW . M.A L CREME . Pr. a a OIMAN a Pr.O OL FOLD bUWM a Pr. A 2. grAM. M.a roLD .w • ® ,FOLD aalAlp a PT. A L aRAN a R. a 3. cptmw a Mr.O 4. POLO R. c OVR. Pr. a MILL FT.O TOLKNO BOTTOM PLANU Na s� r oorfcm Kle4m Q.Y. POLO. QQ wzca. WRE LATER O, POIRTIPIBER BWLONG PAPER(rRw•a air) MIMS LAYER -L STUCCO ~MR" ON.T) WALL PLAGWM L•O"T KAU" (M MOM, APPROVED allLDHO WRAP SWILL BE LAPPED A MNIM3'I OF V • VERTICAL LAPS (ROLL ENDS) 4 S' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WT14 FORTIOER 6FEATMNB TAPE / P• Fai, LAP .FRY LAM \ X X X X— I r'LIMIND AT 00Ra1 Q ROOF . agL tl(re4tlEECIIONR LATH VERTICAL LAP TO ME I' • METAI. LATH UPS LAYER', STUCCO WRAP \ URB LATER -2. FORNIFIBER/ JI 2 —'EAPF.R LAP SCALE, I I2'.h•0' F 11N LATH LAP! 4'O.ER ALL LAP SLAPS OF METAL PLASTER BASES SMALL BE SECURED TO PRAMNS MEMBERS. THEY SMALL BE TIED UETH 00418-N. (121-M'1) WIRE AT INTERVALS NOT MORE THAN V (22S-MM). AS PER ASTM C1063. ® KIC KO UT ,10 PAIR OF TEARS LAYERS, TEARS DETAIL M Y MAY BE PATCHED W440M UERAP TAPE PER MANP. "G OR PEEL 4 STICK OR Z i �n WOOD 6NC SNEATHN(. PAPER 6TUCCO rlASflR3 COAT CEMENT METAL LATH UM LAYER 4, PORTIPEDER BUILDINS PAPER KRIS LAYER -1, STUCCO WRAP - INSTALL FASTENERS (CLIPS; STRAPS, STAPLES)AS REWIRED TO SECURE PIPE( WIRE TO PR01111N6 URS LAYER 9, 00 LATER 4. FORTPIOER OULDNS PAPER METAL LATH a',mr' SELF -ADHERING MEMBRANE '47r4' SELF-ADHERNS MEMBRANE PLASNNS OVER APPROVED mom WRAP. PLASHING TO EXTEND ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED HOUSCWRAP AIR INFILTRATION BARRIER OVER SWEATANC. ELASTOM WAC COATNS OVER STUCCO) G.V. PNISM (SEE TYP WALL SECTION) SECTION E'06. heft �xbrbr U.. of Portland —sm plesbr shall comply vAM M.an .pptlatl requirem.rtl. of ASTM C 926-18b. Imt.-on of exbrhr bMiry .nd fmrrgrg .h.11-0y w M ASTM C 1053-19., orASTM 1767. 4ht4' SELF•ADMERRY MEMBRANE6. LA614M (COMPATIBLE W) PIOUBE 4• WRAP MATERIAL) OVER APPROVED HOUSE R.A61NNG TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION yf CUT AND OVERLAP ONE 610E OF SELF-ADMERNS MEMBRANE RA6MIN0 STEP 01`'P 02 PIPE PENETRATION DETAIL (FR) N.T.S. WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRI5 4 TAPE OVER ROOFNIALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T,S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO SSA' SELF-ADNERNS MET"ERANE FLASHM (CONMPATtoL UV NIOU6E UIRAP MATERIAL) OVER 4St4' SELF-ADFERM MEMBRANE PLASHSIS OVER APPROVED MOUSE WRAP. IR.ASHOYi t0 EXTEND aur0 PIPE CUT AID OVERLAP ONE SIDE OF SELF-ADFEIlM MEMBRANE FLAAHINS X—X—X—X WOOD OR 7/1(o" ZIP WALL SHEATHING MAY SELF-ADHESIVE FLASHING — — — NOTE - METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-64-1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdosigngmupcom AA 0: 0003325 J 4 aysasv as rAT: ABBOTT PARK LOT #6 BLK. #9 Pmi=T# 04181.000-06091 MODMIA 4EHB "2605- HAYDEN" GARAGM OWWO: RIGHT PAGEk WALL ASSEMBLY DETAILS 160 MPH EXP. C 612021 DF-PnDrr 5/04/21 8CALM 1/4"=1'-0" ss'm w WA1 IF INSTALL 6' SELF -ADHERING MEMBRANE FLASHSTUCCO OVER FINISH /I TOP, SIDE(S) AND BorroM FLANGES OF NON -MOVABLE FRAME OF THE ExHAUOT. 6' SELF ADHESIVE WOOD CONSTRUCTION gEGUENCE OF PLASHMG TO BEs OVER TOP t SIDES I. BOTTOM, 2. SIDES. 3_ TOP l :X: VENT CAP IS TO BE SET IN BED SELF t WOOD SHEATHING OF SEALANT AT TOP AND FLASHING SIDES ONLY. SEALANT IS TO BE WRB LAYER Of, TOOLED 80 AS TO DEFLECT UNIT STUCCO WRAP WATER AWAY FROM JOINTS. 1441 N. RONALD RFAGAN BLVD. r PREMANUR DRYER LONGWOOD, FL 327W ;I :x: E-Z BEAD ALL AROUND ,�- VENT -APPLY SEALANT ALL VENT CAP (SET IN PH:407-774-6078 JOINTS AND INTERSECTIONS CONT. SEALANT) WRB LAYER w2, FORTIFIBER FAX 407-7744078 r APPLY SEALANT AT PERIMETER OF BUILDING PAPER www.abdesigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO AA R: 0003328 ON ALL SIDEB,14 CAULKING a JOINT ALL AROIND SEALANT • TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SH+EATNING R SECTION R7033 PLASTER LAYER -1, E)dador lethirm and oleamtlng STUCCO WRAP BACKER ROD I I Exterior use of portiand cement plaster shall comply with the application DRYER VENT (BLOCK) WALL LAYER -2. FORTIFIBER BUILOMG PAPER .X requirements of ASTM C 926-18b. WYs'EEP EMI ED METAL LATH k Installation of exterior lathing and framing WOOD GCNSTRDCTION 1w TEXTURED .��Fs4I6W • WOOD I shall comply with ASTM C 1063-19a JC orASTM 1787. 6' SELF-ADHESIVE FAaTEN To utooD erwrcnrRAL WIRE, LAYER -1, i .. x FLASHING e' cMu MEMBER • i' OZ. MAX STUCCO WRAP ' HOODED VENT BUILDING PAPER 'QUICK WOOD FRAMED:` r nID WALL k THICK, 3 COAT CEMENT OVER FLASH' WALL — -- PLASTER METAL LATH HORIZONTAL WEEP SCREED WRB LAYER -2, FORTMI15ER _ PIPE THROUGH / : _. 6' WIDE 6TRIP SELF (FRAME TO FRAME BUILDING PAPER wAss� u F �MG�YEANM WOOD SHEATHMG I MASONRY TEXiUIVlD WOOD SHEATHING MEMBRANEH C 1 AND OVER 6' WIDE STRIP SELF APPROVED UAW ADHESIVE FLASNrN6, CLEAN I LAYER 41 FLANK, -BEFORE APPLYNG STEP #I 5TE%_ *`22 2 R.ALNaIb ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD APPROVED STONE VENEER OVER SCRATCH COAT VERIFY LOCATION HOUSEWRAP BELOW WRB LAYER M, STUCCO WRAP HORIZONTAL WEEP SCREED APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT CUT SUCH THAT NO MEMBRANE B APPLY bm MIN GRADE '0' FELT SELF -ADHERING MEMBRANE FLASHING W/STONE VENEER PRIOR TO INSTALLING ELEC. ENTERS Box,WO — OVER METER APPLY TO FACE SELF -ADHERING (FRAME TO BLOCKI EDGE FLASH41NGovER CAVITY TO BE FILLED WITH RIGID POLYMERIC APROVED HOUSEWRAP ISOCYANOTE-POLYBLEND FOAM WIRE, LAYER 12, FORTIFIBER LEGEND ('GREAT STUFF' OR SIMILAR) BUILDING PAPER STEP #3 gTE� #� DRAINAGE PLANE (WRB BASE SEALANT AT POINT LAYER 01 STUCCO WRAP) THAT ELEC WIRE PENETRATES 8 summ ea s"OT: ABBOTT PARK LOT #6 BLK. #9 m8 06091 MODMU 4EHB "2605-HAYDEN" OAR&OM OWWO: RIGHT PAO& WALL ASSEMBLY DETAILS 160 MPH EXP. C WRB LAYER 02 (FORTIFIBER — -- — — — COAATTita OVER AREA TO BUILDING PAPER) srucCo SCRATCH COAT (IVE sETOYPIcailNt„a�L METAL LATH X—x—X—X 1 1 COAT OF PAINT W/BACK- OVER60EMIN SECTION) �% ROLL PRIOR TO GRADE '0' METAL LATH MAY O 21 STUCCO ELEC. METER INSTALLATION FELT -PROVIDE A PROVIDE STUCCO SCRATCH SEALANT AT ALL COAT LARGER THAN THE ELEC. WOOD OR 1/16" ZIP WALL JOINTS AND METER CAN OR METER CAN INTERSECTIONS SHEATHING ® COMBO OR METER CAN AND SELF-ADHESIVE FLASHING — — — — — DISCONNECT NOS NOTE: DP =. 5/04/21 METAL LATH: LATH TO BE PER SECTION OQ ELECTRICAL CONDUIT STEP #5 STEP #�o •CALM1/4"=1'-0" R103.1.1 / ASTM C-641-14a, MIN. 2b LBS. U PENETRATION PER 50. YARD (UTILITY OR NOMINAL OELECTRICAL RECEPTACLE ��7'^ LATH DOES NOT MEET SPECIFICATIONS) 9 V d t-1� WOOD SHEATHING WOOD L WRIS LAYER 9, SUS -FLOOR DECKMG COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE J WOOD WRB LAYER -2, FORTIFIBER PRE-ENO'D TRb6 DEARER 9 CONSTRUCTION BUILDING PAPER WEATHER RESISTIVE WEAR RESISTIVE IYs' HAT CHANNEL J' THICK, 3 COAT CEMENT BARRIER 9 BARRIER 4 TYPE •X' DRYWALL PLASTER WEATHERIeE6lernE _ 6' SAF. E TOP OF WEEP SCREED BARRIER 4 TO SHEATHING BEHIND DEEP SCREED r THICK 3 OOAT ce Nr� RIEB of PEEL t STICK PLASTER I Ye'xY 'L' PLASHING WOOD SHEATHING 4' POSITIVE DRAM MAL LATM FULLY EMBEDDED WEEP SCREED IN ROOF CEMENT 1441 N. RONALD REAGAN BLVD. OARS LAYER 9, WOOD 6HEATMM6 I V X 3' 26 GA GAIN. LONGWOOD, FL 327W i `� METAL DRIP EDGE PH: 407-774-6078 STUCCO WRAP , . FAX 407-7744078 SET IN FULL BED OF Y4 GAP FOR BACKER www.abdosig ngroup.com THICK 3 COAT CEMENT \` EXTERIOR GRADE ROD t SEALANT SEALANT, O MD 003325.ram PLASTERAA B: 0003326 AMbb-0E91L^-18t7 CUSTOM FL SHING WRAPPED DRY WALL PACE TREX RIP WEATHER RESISTIVE.00 I � SLASHING WRAPPED `�`y •TOP OF WEEP SCREED 4• POSITIVE DRAIN i• THICK 3 COAT CM -ENT �'��R VINYL CASING BEAD BARRIER 9 �i „ I \ TO SHEATHING BELOW yEEP eew�o WEATHER RESISTIVE BARRIER -2LEGEND ' ` UARD LAYER 9, STUCCO WRAP N4P INFIELD r�"�` " O a !SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WATER PROOFING IsL A LAYER (2 LAYER PEEL ' ^�++� t STICK) r a.wn EXTERIOR COLIAM COLUMN SHEATHING =�5• ' ' I, — i WRB LAYER 4, FORTIFIBER 6' SAE. BUILDING PAPER PEEL t STICK w' ' ADDED DRAINAGE PLANE (WR5 .. ,.: ..: .•.. t 6 SELF-ADHEREING SUB PLoOR IN ReoF CEMENT LATER *I, STUCCO WRAP) WRB LAYER 9, STUCCO WRAP ;. i FLASHING CORNER CANTILEVER I V X 3' 26 GA GALV. METAL METAL DRIP EDGE WRB LAYER *2 (FORTIFIBER — — — - — — AMICO AMI66_uE911e-,� AMICOM CASING BEAD I Y° W POSITIVE DRAM WEEP SCREED ENTICE VER DRIP 0 I A XI V P.T. OR SIMULATED AT SET IN FULL BED OF SEALANT, K' MM. SPACE FROM DRIP BUILDING PAPER) EDGE CONTINUOUS E TO TREX -- Y; GAP FOR SEALANT VIINYL CABINNI BEAD METAL LATH x—x—x—x OPT' BACKER ROD' WATER PROOFING lot NO GAP IN FIELD (SHOWN FOR CLARIFICATION OP SEPARATE ACCESSORIES ONLY) 3' X 3' 26 GA GALv. RM18H LAYER !2 LAYER METAL DRIP EDGE MODIFIED '.10 3/4 RESILIENT LAYER !2 LAYER PEEL t STICK) WRAPPED FROM STUCCO CASING BEAD DTL ® CANTDRIP`•PEEL4 PEEL t STICK) SET M FULL BED OF SEALANT,JF MIN `TICK • DP SPACE FROM DRIP HAT CHANNEL VINYL CASING BEAD BALCONY DECK TO CANTILEVER }' THICK, 3 COAT CEMENT WOOD OR -1/lro' ZIP WALL 10 A EDGE TO FACE TO TREX PLASTER SHEATHING SCALE, 1 In•"r-O' DECK D/S' TYPE 'X' DRYUA4LL I METAL LATH V GAP FOR BACKER FINISHXTURED t PANTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOT p� �F!LLERLATED ROD tBCALANT 4' POSITIVE DRAM PLASTER COAT CEMENT wiae nr_Rem METAL LATH: LATH TO 5E PER SECTION CONTINUOUS R-Im3.'i.l / ASTM C-84"(-14a, MIN. 2.5 CBS. WATER PROOF'"G lo'WEATHER RESISTIVE VINYL CORDER BEAD /Slbtu� FOR cLaRIPIOAric!I oP N LAYER !2 LAYER PEEL BARRIER 9 VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) W STICK) WRAPPED FROM PER SQ. YARD (UTILITY OR NOMINAL BALCONYDE"`TO WEATHER 818n� BALCONY DRIP o LATH DOES NOT MEET SPECIFICATIONS) WMEL4STICK 0 11C EDGE INSTALLATION ® COLUMN = DRP EDGE TO DECK DECKD OVER R DR SUB FLOOR EXTEND OVER RP (W f' L" FLASHING UIOOD CONSTRUCTION ® 3• X 3. 26 GA GALV. SCALE. NTS WOOD SHEATHI=:41 METAL DRIP EDGE SET M RILL BED OF WEATHER RESISTIVE I-0d `Ys' P.T. OR SA"AJLATE SEALANT.V MIN, BARRIER -1 U1DOD lTREX) FILLER SPACEFROM DRIP IURB LAYER tl,RESILIENT C.ONTIN000S PACE TO TREX 2x FRAMING MENDERSTUCCO WRAPT CHANNEL WEARIER RESISTIVE W GAP FOR BACKE VINYL CASING BEAD ROD t SEALANT WATER PROOFING "t J' THICK, 3 COAT CEMENT '. WOOD SHEATHING VINYL CASING, BEAD FINISH LATER lT LAYER PEEL t STICK) LAYER (2 LAYER PEEL t STICK) WRAPPED PROM? PLASTER ,! UIRB LAYER 4, FORTIFIESER f }' THICK 3 COAT CEMENT 5/4 RESILIENT BALCONY DECK TO 2 BUILDING PAPER PLASTER HAT CHANNEL CANTILEVER }• THICK 3 COAT CEMENT FASTENED TO SHEATHING -...::^.- ! WRB LAYER h, TYPE 'X' DRYWALL METAL LATH PLASTER z;-r..a•'(ai : • T' O.C. MAX.5/S' �vll METAL LATH ; ISTUCCO WRAP W/TEXTURED t PANTED UlDOD SHEATHING METAL LATH FINISH— THICK 3 COAT CEMENT !2) 2x12 HEADER W/TEXTURED t PPAINDW TYPE 'X*�(EO WooD6HcaTHING UEAT14BARRIERRESISTIVE 1, STUCCO WRAP }P sI e 3 GOAT CEMENT � ! I uxzB LAYER w1, FORTIFIBER PLASTER FINISH t BUILDING PAPER i UNITE 3 coAr cerENr WEATHER RESISTIVE. 4B T N2 DRAM a WOOD SHEATHING `'SELF -ADHERING METAL LATH VINYL CORNER BEAD 4' POSITIVE DRAIN �iveP or-oepn PLASTER VINYL CORNER BEAD EP �� METAL LATH FLASHING � '}; �- - - ; 'I �� THICK, 3 GOAT CEMENT VINYL CASING BEAD NO GAP IN FIELD VINYL C46MG BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF HARD LAYER 4, FORTIFIBER BUILDING PAPER ' !EXPLODED IEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY)-', CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 1tj.A CORNER BEAD ® FRAME DRIP CAP DRIP EDGE 11D 11 EDGE INSTALLATION INSTALLATION WINDOW FLANGE UAQB L R of, TO WOOD CONSTRUCITON STUGCQ WRAP ;. -UEA�I 0. RESISTIVE �— CORNER BEAD WRI5 LAYER 022, FORTIFIBER ',i.:, WEATHER RESISTIVE BARRIER 02 _ METAL LATH i t VINYL CASING BEAD }• THICK, 3 COAT CEMENT PLASTER }' THICK 3 COAT CEMENT ' 5/e' TYPE X. DRYWALL METAL LATH PLASTER FF RED t PANTED WOOD SHEATHING CMu `'SELF -ADHERING t MAY 6 202 " i' THICK, 3 COAT CEMENT HEADER/BEAM FLASHING.` ! PLASTER i 1/2' THICK, 2 COAT CEMENT VINYL CORP. 4' DRIP CAP 23723 VINYL CORNER BEAD PLASTER APPLIED POSITIVE DRAM WEEP SCREED DIRECTLY TO MASONRY VINYL CASING BEAD No GAP IN FIELD WINDOW FLANGE aP TM 5/04/21 (SHOWN FOR CLARIFICATION OF sCAXM 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) 4 B CORNER BEAD BLOCK 15 B CASING BEAD ® WINDOW sue, @DURIP�GN�l LLATION (FRAME, NO BAND TAT A 3 svan><v as wl% ABBOTT PARK LOT #6 BLK. #9 PmmwTi! 04 81000-0 09 MOD=- 4EHB "2605- HAYDEN" GANAGs BWMG: RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C YV CiA J' THIM 3 COAT CEMENT SHEATHING SWEATWICAB P PLASTER T IFD IX TRIM MEMBER METAL LATH LEGEND UM LAYER fl, * STUCCO TO STUCCO WRAP SIDING TRANSITION LLM LAYER v2, FORTIFIBER DRAINAGE PLANE (WRS WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) UJOOD SWEATHNG WRS LAYER'4, FORTIFIBER WR5 LAYER 82 (FORTIFIBER SUILOIWx PAPER WR5 LAYER 01, ti BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x —X—X—x17777777777 \--WRB LAYER 9, WRIB LAYER 61, STUCCO L J, Twim 3 COAT CEMENT WRI5 LAYER 02, FORTIF15ER STUCCO STUC-00 UVAP PLASTER BUILDING PAPER WOOD OR 1/161 ZIP WALL ro'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING (P* SELF -ADHERING SELF-ADHESIVE FLASHING VINYL ANGLED SEE QED THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD vil PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD ------------------------------------------------------------------------------------------------------ 18 J' THICK, 3 COAT CEMENT DRIP CAP (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE UARB LAYERWRAP*I, METAL LATH STUCCO VINYL ANGLED WOOD C4C**TR=TlCN CASING BEAD WYONO UIOW GHEATWM WNAPO WIRS LAYER #2, FORtir-IBER T14ER SISTPA BUILDING PAPER WEATHER RESISTIVE e I WINDOW FRAME ISAMMElt -2 WR5 LAYER 42, FORTIFIBER Slow. 'Ahr BUILDIW-s PAPER METAL LATH 6' FLAMM WSELF-ADWEIRM T141M 3 COAT CEMENT FLAMM MATHER FtESISTIvE E-Z BEAD VINYL CASINQx PLASTER UJISATMR FIMSTWE (W/%'FLEX15LE PVC BACKER ROD) ro'SELF-ADHERING STARTER STRIP BA""Em -2 6'GELF-AMewim FLASHING OR FLASWM vV METAL GALY'D METAL— FLAMM WFLAWING WR5 LAYER 1, STUCCO WRAP, DRIP CAP lffilifm an U w aftL WRAPPED AROUND FRAMING MEMBER x Twm Pt GAL 1. A WINDOW FLANGE QASM V ib' SELF ADHESIVE FLAS�,IlWx CASING BEAD (& WINDOW WOOD SHEATHING 2x FRAM (FRAME, W/BAND) Ot—RAPPROvS0 SEALANT MEMBER 15C DETAIL BELOW EXPLODED SIDING TO STUCCO w L FOR CLARITY 0 BLOCK TO FRAME ------------------------ -------------------------- --- ---------------------------------------------- 9 TRANSITION ------------------------------------------------- f ----------------------------------------------- Y4' GAP TYP J' THICK3 COAT CEMENT ------ CASING BEAD PLASTER WOOD SHEATHING NOTE: SEALANT TO WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-941-14a, MIN. 2_5 LBS. METAL LATH PER 50. YARD (UTILITY OR NOMINAL WR5 LAYER 02, FORTIFIBER LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER WRIS LAYER *I, WINDOW FRAME WOOD SHEATWiW-s STUCCO WRAP WOOD SHEATHING WOOO C4"TFb"-lON WRIS LAYER 02, F-ORTIF15EIRR BEYOND WSELF-AOI-IERM _R -15 BUILDING PAPER WOOD "ATMM FLAMM T WRIB LAYER 01, UZATMt =61 J'THIM 3 COAT CEMENT ISAMER -1 UZArMOt IM&STIvE STUCCO WRAP MATHER OWESISTIVER DAMER -1 TO LAP PLASTER v, 6' MrhL ABOVE TOP V 1, -1 SAIMMER I i xx OF Ir FLAMM WR5 LAYER 02, FORTIFIBER 'tile VINYL ANGLED BUILDING PAPER 6' WRB LAYER 01, FLAMM WEATHER FE618TIVE CASING BEAD BARKER STUCCO WRAP METAL LATH VINYL CASING BEAD STARTER STOP GALV'O MEAL 71 FLAMM (p'WIDE PEEL 4 STICK (EXPLODED J' THICK, 3 COAT CEMENT GE on OVER FLAW VIEW FOR PLASTER WINDOW FLANGE IF CLARITY) CALY'D METAL WEATHER RESISTIVE IN� Z. ISAMMER -1 TO LAP E-Z BEAD VINYL CASIWx a TED *;�ft ABOVE TOP I 0 Z, FLAMM I 2X FRAMING (W/%'FLEX15LE PVC BACKER ROD) I I TT 'X* &I It 11 E., . VINYL CASM MEMBER 11 MW FLEXSLE PVC -APPLY FULL BED OF SEALANT 5ETWEENMAY BACKER POW) 6ELF-ADHERM I I I FLAMM FLANGE 4 BUILDING WRAP CASING BEAD 9 RAISED BUILDIWs GAP Ul-,AULKM T TM OR APPROVED SEALANT WRAP FRAME)VAEATMER PIM -------------------- — -------------- — ------------------------------------------------------------------ - WEATHEFt MM6TIVE SARMER -1 ISAMOR q SCALE: V� WEATHER FIESISTIVE E-z BEAD VINYL CaeINs BANNER 4 =FLEPX=IBLa Pvl_ 't SIDING TO STUCCO UlEATwm FIES16TIVE 0 FRAME TO FRAME ISAMER -2 EZ BEAD WINDOW CASING 19 TRANSITION 16A I - I i"i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com T' AA #: 0003325 ABBOTT PARK LOT #6 BLK. #9 MJMCT# 04181.000-06091 MODRU 4EHB "2605-HAYDEN" *Al%AQ30 XVMG: RIGHT PA03M WALL ASSEMBLY DETAILS 160 MPH EXE. C_J 9W9LD 9TA12N IN KEPNG THE VEMPRCI ERLY 4'. VAND 1P AUGNEO. VENT PIPE IS SEAIFDV UIILRED. NNL N PLPLT; 8H' J IN 4' GALVANIZED LISING 1-114- NABS AT EACH CORNER, ROOFING CEMENT SHOULD EE APPLIED TO ALL SHINGLE EDGES NEAR THE NITER EDGE ANDAROIMD T ENTIRE PERIMETER A6 T 0008ENECK VEMOPEWNO IN THE ROCF RECOM.IENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE PATH THE CHART A MEN I9 CCCO1RDANCE VENTw CCNSTRUCIIONZORES. USED, Bae T,IE VENTOMENINGiFH NTFANMACTIRESMINGCp1EC—A DO NOT CUT INTO TRVSSES Oft RAPIERS VITIEN CUTlINO THE OPENNG IN TINE ROOF. INTERFERING SHINGLE NAILS AROLND THE �jI' I PERMETER OF THE OPENING 8C THAT TIE "LNG MANGE OF THE VENT LAYS FIAT TO TIE ROOF 9REATNING. WOE THE TOPSHINGLES.SIDE FI.ANGE9 OF THE VENTMANE iTOL SHINGLES. ALLOW THE BOTTOM VENT FIANCES TOLAY ON THE TOP OP THE aHNIXFS. -IF— ROOF HOOD VENT DETAIL E, TAO 1S AL0. i LINK OF WHXV--1 IN AT WYRAP MOE M AT JAI'®S /SILL APPROVED IIOWSNRMF All OYM S MATMMS OVER WD OTWD S&LSLOPEILLR.O.TOSTSTEP 2 INSTALL S' SELF-ADHERNO MASNMB overt VINYL MAP FLASHStl (WITH 00 DAMS) NALM M."m INSTALL S•— SELF-AoHERM6 F AGNMO OVER NAILMDI FLANGE JAMBS INSTALL VINYL CAP Pax" SILL max"" EXIOLE RA8418 DO NOT SEAL SOT'(CFT FIN STEP 6 RPE AND OVER FLANGE ALAN FLASHMS w MT. EDGE OP SILL MO. MICINWCALLY FA81tN PANNED E04M (CAP NALS. STAPLaw IMTALL DWFONT PL[)WWMP AS TN MASMMB AT TM FOLD WoulilIRAiF DOM A TAP/ DIA624AL CUT ACROSS WEAD Q` W wom PLUMBING VENT DETAILS lEcol NTS 7F SEALANT AT AMW AND HEAD WILY TO BACK I AFOQU NALM4 Lmw M LSi w MOLES ORO! SLOTS. MULL S' LIM ADHEMVE - SACKNO fUDOELE PLAO" MATERIAL OVER DRIP CAP JOINT (PROTECTo-WRAP ST-240C w to") STEP 7 lL"6l�o STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 STEP 9 M.ASHMS OVER JOMr SWA OR BEANIE UNOERLAYMENT AaMHALT ROOFING CEMENT NO FASTNERS MATNN S'CFCENTEMINE -EXTRA FA9I mIN END OF 6NNCLE i--EXTEND Em SNNGL ✓� AT LEAST IZ' BEYON VALLEY CENTERLINE —1' CLIPPED GFF _ `�DEGRE J LeHINGIES TRPAAED ]"BACK � FROM VALLEY CENTERLNE L IT IS THE CONTACTORS FIESPO *VLTY TO VESFY ROOF VALLEY DETAIL HO DOMPATICIILITY of ALL LF-AOM MW=T& "�, ."° TtE C MIIr, SEALANTS A SELF-ADMERIIS NTS PILASMMIi MATERIALS USED Puma CCNSTRUCT1oN 2. INSTALL ALL MATMALS PER MANFACTWIERS WWNTTEN "CFICATIONS SEALANTS MAY IiALCT ADVERSELY F NOT COMPATIBLE. NOTE - CLEAN AND SEAL JAMD TO SILL JOINTS WITH DOW It" FOLLCWINCA COMPLETION OF EXTERIOR RETROFIT WORK NOTE, REPAIR SCHEME SHOWN SMALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTINJSION BELOW THE WINDOW OPENINCU PERP'IETER OF WINDOW WITH SEAAL�INTERIOR APPLY OM HLJ CO .-'A')SEALANT A WP4000ACMU JOINT, MJLD APPLIED PLASMMaI(LANCO WHIT[ -SEAL RC-N OR SQUALA. SLOPE SILL To Ex L IT N TMS CCNTACT0I1118 RESPONSSSLTY TO V W T THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS 4 SW-ADWF Ili M-A6MM6 MATERIALS uno DURING c"TwJ=ON t. FLASNMS AT EM PWR U040PIS AND DOOR OF'UNMW SMALL DE INSTALLED M ACCORDANCE MTM MANFACTURRINS IMTALLATYDN MSTI6NCTI" AID APPROVED METHOD IJ OF PSC RIOBA ''.. U M ACCOUDANOE MT14 MINESTIS4TION MANFACTIYlRY MTALLATIOi AND PLASHMeI m7miCTIOF/S. WSaldOLSEALANTs MAY REACT ADVERSELY F Y WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAK 407-7744078 www.abdesigngroup.com AA 8: 0003325 a ro R swam. ae LOT: ABBOTT PARK LOT #6 BLK. #9 PnOJZCT# 04181.000-06091 woa 4EHB "2605-HAYDEN" GAiewan UWDM: RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C M6 sCA= 1/4"=1'-0" s WA5 —2x6 SUS-BANb W/i'x4' NOTCH * END, WRAPPED IN f PEEL a STICK METAL FASCIA WRAP DRIP EDGE\\ VS' TEXTURED I \ FINISH s WOOD I \\ 2X6 eUB BAND I I/Vi <� 1/2' TEXTURED \ "\ i d FINISH 0 CMU / \\ i' METAL FASCIA 1 • � WRAP Ys' FROM \ STUCCO, 1' FROM \ 114, WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ \� NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEV4T►QN ®PLAN A ©PLAN S 1/8' TEXTURED FINISH • U1000 VV TEXTURED FINISH • CMU METAL LATH 1 WOOD SNEATHING OR CM WRB LAYER •I, STUCCO WRAP(FRAME ONLY) UIRB LAYER 02, FORTIFISER BUILDING PAPER (FRAME ONLY) r—ROOF KICK OUT REMOVED \\ FOR CLARITY -\,-ROOF DECK (BEYOND) �VNOTDRIP EDGE, I'OFF WALL INTO STUCCO) ROOFING CEMENT DRIP EDGE METAL KICK OUT 1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH m CMU 12.6 SUB -BAND W/1'x4' NOTCH 0 END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND WM'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• X x.. . x x _. �5(• x x x x x x x x x x ._............::........ x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL R WALL W/KICK—OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1�'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y.i ABOVE BOTTOM OF DRIP EDGE MAY 0 6 2x SUB -BAND W/Vx4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-WIS FAX: 407-7744078 www.abdeslgngroup.com AA k: 0003325 J 1 0 14 a Wzl aumty a Loll ABBOTT PARK LOT #6 BLK. #9 04 181�0 0 06091 1[OD>QLs 4EHB "2605—HAYDEN" GARAQU BMW*: RIGHT PAOM WALL ASSEMBLY DETAILS 160 H EXP. C •CAXM 1/4-=1'-0" 1 7E-1 28'4" T-6" m I I TOP OF SLABAB m w 4"CONC �I I� oli SLAB W 3 N, Q �'— — — — — — — —4— —, �_F_M-1�x_18— T 1.1 i i 1 101•0" 11'-6" 1115,-4 2'-8" 1.1 i i i �/ 4" PVC i CHASE 9 I 1 1 aDl K m0.01.$ iV TOP OF J ILL 9 SLAB U I N ii DO II c I 20'-5" T_5" 11'-10" LL Z CW-12x12 1'1 ti 1�1� U $ au 4a2 F-2 4 c CWG12x1r2'— ® wii _ _ W Iw— N QIIN LL m o m v Gj in I u I u1 UP TO 2ND FLOOR a °f'a.�iW 0 (FIELD VERIFY I O - nlTi 8 EXACT LOCATION) sc � 11 1,1 5 8 u x 9'-6" 9'-3" 9'-0" 2'-8" 9'4" >o 1 to N. M 1.1 1.1 I #3 TRANSFER STEEL 0. O (� 24" O.C. MAX UI y SIM. 0'-0" FIN. ELEV. ry FIN. CONC. SLAB I 1.1 1.1 m I Im it I lolIl �f ILL 1 1.1 ,-10" 16-0" 2' 7 ' L _ FM-18x18 LL � 4" CONC. FM-16x18 J is I p a SLAB v LL FM-12x18 FOUNDATION PLAN SCALE: 1/4" - V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +•0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 8. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WNNDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND MATH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, OINDICATES 06 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 -36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #TS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/802-16, USING: Fm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR VWWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1.4011.4 OVER GENERAL 3 1/7, 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS] FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOMREINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12' CONTINUOUS 18" - (2) #6's FM-16x18 16" CONTINUOUS 18, - ( FM-20x18 20' CONTINUOUS 18" - FMC-1608 16, CONTINUOUS 16' - () #Ts VARIES CW-12x12 12" SEE PLAN 17' 7277b $ CWC-12x12 17, SEE PLAN 17 - 1 #69 VARIES F-2424 24" 24" 's (2) 's TE-1 T' SEE PLAN 8" - s _X7•�^ MAY 11 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003326 a d t t rr S 5 9VHDIV. Aa LOT: ABBOTT PARK LOT #6 BLK. #9 PROJECT# 04181.000-06091 MODEL1 4EHB "2605— HAYDEN" GARAGE BWDIG: RIGHT PAGE: FOUNDATION PLAN 160 XPH EXP. C 3W MIN. EACH WAY MONOLITHIC FOOTING Z } z_ STEEL REINFORCING IN GROUTED g _ STEEL REINFORCING IN GROUTED . $ CELL SEE PLAN FOR SIZE AND Q IL CELL SEE PLAN FOR SIZE ANDIF SPACING REQUIREMENTS 0-O SPACING REQUIREMENTS I, v Q W a0 Q N ' .. " v s W GARAGE DOOR RECESS �0 a'� 4 ° FM-° Z io W CMU WALL O rn 8"CMU WALL p CORNER BARS, SAME SIZE AS LARGER BAR I W W = 8' O ITIo, i� a .� Z opI_ s,� IN FOUNDATION WITH 30" LEG EACH J WAY AT ALL CHANGES IN DIRECTIONS W y TOP OF SLAB TOP OF SLAB I SO THAT THE STEEL REINF. IS CONTINUOUS �I�.°,li /-- MATCH AMOUNT OF CONTINUOUS BARS CURB FOR � ILjf -VARIES MASONRY SEE SLAB SCHEDULE BAR SIZE 46 BAR DIA EXT. PORCH SLAB 4" CHAMFER (1-STORY) ; EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE ""o �' CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ' 7=p, UNITS SET AT ELEV: W/ 112" ISOLATION JOINT (WHERE • , a 8" CHAMFER (2-STORY � 16° - • - #4 24 w 112 IsoLAnoN AMFER (I -STORY) AMFER (2STORY)APPLICABLE) gAND z - SEE SCHEDULE #5 30" JOINT (WHERE APPLIC). CHEDULE06 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE D, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY QUANTITY NUMBER OF BARS Iie. 2 TO 3, PROVIDE 2 BARS), UNO #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:3/4"=r.r' 2 SCALE:3/4"• l GARAGE 3 CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ? (1) #5 REBAR VERTICALLY W! CONC. U POURED CELL LAP TOP PLATE A 6" CMU AND NAIL W/ 16d COMMON O NAILS,a NAILS, 2-ROWS, IV O/C BTM. VERIFY HEIGHT #4 REBAR ®24" O.C. 0 CENTER OF LAP TO OCCUR OVER STUD WALL LAN Z O g SLAB W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 9 Z W WALLW/ SYP No 2 STUDS SEE U' e OF > ar"(j 1[ I S N NEW REINF. BAR PLANS FOR SPACING. SINGLE 8TM. PLATE TO BE PT. I O a SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2'CAPPED g I EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE g UNO NAIL 18" O/C STAGGERED. W/FL.ANGE BASE Q O FOLLOW ALL MANE. ADDITIONAL METAL CONC., REINF. W/ SPECIFICATIONS FOR S ir CONNECTORS NOT ' X6" #10 W WM ON b = ui USE AND I REQUIRED WHEN NO MIL POLY ETHYLENE PREPARATION OF HOLE' W UPLIFT IS PRESENT. VAPOR BARRIER ON I Z w w SEE SLAB SCHEDULE = Q -D WELL -COMPACTED f SECURE FLANGE TO O < > CLEAN FILL TERMITE SLAB W/(4) 1/4" X 21/4" O} +- 0'-0' TREATMENT SHALL BE TAPCONS TOP OF SLAB . BORA-CARE I 'u, Q� (2) CONT. #4 REBAR N CHAMFER (1STORY) * '��� .�-:..�° - :. ° . ° f 6" CHAMFER(2STORY) ;. ° (2) #5 REBAR ON CHAIRS •� ° • s ° 12' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE VIN OR ENGINEERED SOIL IRG i > COMPACTED SOIL S OU AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'S" PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 (NO UPLIFT 5 G 6 FOOTING W/ BLOCK WALL SCALE:3q"=1'-0' scALE:34"=r-a 1 A SCALE: 3/4"=V-U' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ i6d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN „ 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE g STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10tl MASONRY NAIL O. SPACING REQUIREMENTS PROVIDE DBL TOP PLATE 16" O/C STAGGERED. = ¢ m U ADDITIONAL METAL CONNECTORS NOT a REQUIRED WHEN NO UPLIFT IS PRESENT, POURED LINTEL CONT. (TYP.I 8" CMU FILLED CELL (TYP.) w to Z W CMU WALL TOP OF SLAB ° TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING -~ IGR Z TOP OF SLAB . a • 12" DIA. SIMPSON 6TB2 BOLTS 5" MINIMUM EMBEDMENT INTO EXT PORCH SLAB SEE SLAB SCHEDULE ° 4" CHAMFER (1-STORY) > ° ° O OUTEDCELL, 4" FROM ENDS AND W/ 112" ISOLATION. 6'CHAMFER (2-STORY) M U • ° • 16" O.C. VERTICALLY MAX JOINT (WHERE • +° ° ° y ' APPLICABLE) Z_ - MATCH STEEL ° mm SEE SCHEDULE 6"PVC CHASE REINFORCEMENT N PER SCHEDULEFOR 6" PVC CHASE THRU FOOTING WXDBAR SIZE THRU FOOTING AND BAR QUANTITY w MATCH STEEL MY O SEE SCHEDULE REINFORCEMENT ���, 1111����"'��� %INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE scALE:34"=r-a' (NO UPLIFT) BLOCK WALL CONNECTION �HRU FOOTING 11 SCALE: 3/4"=1'-0" SCALE: 3/4"=T-0" Ii N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX:407-774.4078 www.abd"gngroup.com AA M: 0003325 s aysaiv a• LOT: ABBOTT PARK LOT #6 BLK. #9 PROJECT# 04181.000-06091 MOIDEU 4EHB "2605- HAYDEN" GAliAGE 87RNG: RIGHT PAGE: DETAILS %160 JQH EXP. C TIE VERTICAL REBAR �c 70 HORIZONTAL REBAR W/ td' HOOK Z GROUTED BOND BEAM `tv VARIES PER ELEV. Z � I ° Q O CLEAN OUT REQUIRED 4 FOR INSPECTION 07 O a) -i PI 1 0'-0" FIN. FLR. F •a TIE RTICAL REBAR . • • TO HORIZONTAL ° REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z W #3 16' 0 #4 24" m U #5 30" #6 36' #7 42 HORIZONTALNERTICAL REINFORCING � SCALE: 3/4"=1'-d' oU a NEW REINF. BAR SECURED W/ 2- PART I EPDXY. MIN. EMBED g 6", UNO = FOLLOW ALL MANF. d7 S I SPECIFICATIONS FOR F USE AND U, ¢ PREPARATION OF Z HOLE. STEEL REINF. OF BOND.SEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=T-0" OFFSET METHOD CONTINUOUS BARSZE 48 BAR DIA #3 18" METHOD #4 24' HORIZONTAL/VERTICAL #5 SCALE: I/4NF"=1'-0"ORCING #7 41; � RE3 #5 BARS 0 ■ a CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS MAY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774-4078 www.abdesigngroup.com AA #: 0003325 J -1 +7 SUDDIV. & IAT: ABBOTT PARK LOT #6 BLK. #9 PROJECT/ 04181.000-06091 MODELc 4EHB "2605-- HAYDEN" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP C D 5/04/21 SCALE: 1/4"=1'-0" BIiEET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X4F, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER (a 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIFmON REMARK 1Q (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW/T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. -TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C =ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Ifc ( I) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#S (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)N6 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-O" 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003328 g b D � a a stmDIv. ac L10T ABBOTT PARK LOT #6 BLK. #9 PROJECT# 04181.000-06091 MODELd 4EHB "2605— HAYDEN" GARAGE swum: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH E . C MAY 2021 1 N �23 rPKDM DATE: 5/04/21 sCAL.E: 1/4"=1'-0 SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 6kB!' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2IF BOTTOM STEEL IS REQUIRED PLACE #`6 BAR IN LINTEL. I PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �c OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#�x �V-- TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. SN16" b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' COURSE OF BOND BEAM TOP OF THE LINTEL. o„ , 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 1441 N. RONALD REAOAN BLVD. VERTICAL REBAR W/ 10' HOOK / g O LONGWOOD, FL 32750 8xl6 DBL BOND TOP OF PH: 407-7746078 BEAM W/(1)#5 BAR BOND BEAM FAX: 407-774.4078 • / \O EACH COURSE ryww.abdosigngroup.com \NG 8x8 BOND BEAM TOP OF AA #4 0003325 • �OQrG� W/(1)#5 BAR •i;. BONDBEAM 30" TYPICAL F FILLED W/GROUT �\XO U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE q5 BAR IN BOND BEAM ///-- SEE NOTE 5 F�\N (GO 16-1 T/11Y1/ 6z8 PRE -CAST CONCRETE NOMINAL—�� LINTELW/(1)#`5BAR(L2) MASONRY Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF CORNERIS 0 OPENING-2' IT ISTHIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T/1 MAB INDICATES A DOUBLE BOND BEAM #OF#SS, BOTTOM 8X8 PRECAST CONCRETE � SCALE: 3/4"=l'-0" 1 AND XFXX-1T DMAB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT SCALE: 3/q"=1'-0" AND XUXX - iT/l M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX - IT)OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)1-W16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM ,SHANK MIN EMBEDMENT 1 AT LOWER ELEVATION 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT F V a #5 BAR BENT AS SHOWN ., 3 1/9' 2X6 (MIN 2 X 3) 2-3/16 TAPCON PRECAST OR DRIVE PIN (MIN SHANK WINDOW z SIZE.145 MIN HEAD SIZE.300 SILL g - MIN EMBEDMENT 1 14-) 8" SLOPE FROM EACH END AND 18" Fi M O.C. MAX. MIN 1-1/4" EMBEDMENT H 2x8 (MIN 2X3)2-3116 V: OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANKS IN EMBEDMENT MIN HEAD BAR TO BE PLACED IN 0 SIZE .300 MIN EMBEDMENT 1F7/16'OSS BLOCKING 0 UPPER AND LOWER 1X') 8" FROM EACH END ANDATHING W/ 'j BOND BEAM #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4"K. EA. END EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW SHEATHING CORNER BARS %1 SILL CONSTRUCTION ARCHWAY FRAMING DETAILS `�0 ) AT CORNERSTEP 5 SCALE:3/4"-V-0" SCALE: 3/4"=1'-0' d, • SINGLE #5 CORNER BAR, 30.30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF Se FILLED CELL BOND. BEAM • PROVIDE #5 BAR AT EACH SIDE SLTADIV. & LOT ABBOTT PARK LOT #6 BLK. #9 PROJECT* 04181.000-06091 MODEIs 4EHB "2605— HAYDEN" GARAGE 811Ir7C: RIGHT PACE: DETAILS 160 MPH E WHERE: d• = END DISTANCE s. =SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS e =EDGE DISTANCE MY f 2021 STEEL REINF. OF OF ELEVATION • BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROWS OF NAILS A ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT NO eVp SCALE; N.T.S. DA 5/04/21 SCALE: 1/4"=1'-0" SHEET S2.1A NI FASTEN OACINO d, =Z' MIN, 2 k MAX s, = 2 t MIN, 9" MAX 9)219 s=1 "MIN, 2}"MAX ee ='f'MIN, 2j MAX de =2"MIN, 2 }" MAX se=2 MIN, 9" MAX ' mw s=1}'MIN, 2}"MAX }'MIN, 2�'MAX d, =2" MIN, 2 J' MAX s = 2 t' MIN, 9" MAX mm s -1 }. MIN, 2 �' MAX ry=}'MIN, 2}'MAX NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION 17-1miIEel z1*1f:W 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Dd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T' " x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LSS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 8IZE 8: BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD_1 4X6 (3 )4"x5 Yz") SYP. HTT4 W/5/8" DIA x 5' 5/S3.1A PT., WOOD POST EXP. BOLT r-------- FIRE � AFT STOP FLO RB�, �2X4 NAILER eYI� FOR DRAFT PRE-ENG. STOP FLR. TRUSS -11[7 ELEV. VIEW PRE-ENG, FLR. JOISTS �I 3/4" PLYWOOD! DRAFT STOP �I 1 PRE-ENG. FLR. JOISTS 1,��II II P/ 2X4 NAILER FOR ORAFTSTOP 3/4" PLYWOOD DRAFT STOP PIAN VIEW DRAFT STOP DETAILS BM1 TO CMU SIMPSON LOUM4830.R W TITEN HD ANCH (4)Y4'x2V 8DSSCREW FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1W' IJOIST .1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdeslgngroup.eom AA #: 0003325 1 gg d o All 1 1 1. evHa:v aM ABBOTT PARK LOT #6 BLK. #9 P1tOJECT#I 04181.000-06091 MODELe 4EHB "2605- HAYDEN" GARAGE OWING* RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 RH E C 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 J' NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH 116) 10d x 3 *'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ lOd GALV. COMMON NAILS 12, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#27'x 4", 6", 6' x N.W MAY BE ADDED W/ 1Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la 1 b 1 c TYPICAL TRUSS/ ALE. GIRDER CONNECTOR(S) SBbEB PDOBLOM TFIf79E88 4500 314" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2)12" WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12, GYP. WL. BO, SEE SHEET S1. to FOR NAIL SIZE AND PATTERN I -JOIST CONNECTION @ L.B.W. �BDALE:3/4"=T-a' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY STM. — PLATE DEPTH 1/4'D —HOLE EDGE >5/9" —HOLE DIAMETER < 2/5•D SGL. STUD HOLE EDGE>5/6' oll OLE DIAMETER 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS SCALE: 1 1-=1'-(Y' ENGINEERED WOOD TRL (M 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 i' NAILS TO GIRDER, PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6% 8" x 4'40" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �--A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) BOB }" x 2 �' TO GIRDER R41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SDS }" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ il 12) J" x STITEN HO TO CMU AND (18) BIDS �' x 3' GALV. COMMON NAILS. lx2 SECURED W/ 1Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17, O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LOS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) S2aTYPICAL ROOF 2b 2c GIRDER CONNECTOR(S) Bs 8B 9 BACK6RKM THIdQlE88 4500 3/4" WOOD PANELS 8000 (2) 10 WOOD PANELS 80 (2) 12" WOOD PANELS BO 2z LUMBER LSTA12 20 GAUGE W/ lA-12 HDG COMMON NAILS. EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7'EMBEDMENT TO SLAB 8 (18)16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY DNS LAB LVLMOOD POST CONNECTIONS 5 SCALE: 3/4"=T47' A-SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 1Dd GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 14DO LBS U <70 LBS W/ 2 31W` WEDGE-BOLT/J-BOLT 5" MIN. EMBED (14) iOd GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS Wl (4) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (241 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25110 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G <3455 LBS, U <210 LBS W/ (8) 314"1 WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-11Z' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 314"=V-0' 6'-a' MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1l4" x 2 1/4" TITEN 2 ANCHORS TO COW POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 lx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-(Y' O/C —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 101-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /� p /� INTERSECTION TYP. /^� BTM. CHORD BRACING / � 1 SCALE: 3/4"=1'-0" 24' 24� MAX. w/ IJOIST SPACING END 8" MAX. END w/I-JOIST TYP TYP UACIN SEE F AMING PLAN END OF MAX MAX MAX LEDGER BD. i? EXP. (2) 2X8 SYP P T. Q FROM (12Xl2 SYP P.T. 3/4" P. BOLT/JAOLT W/? LEEDGER BOARD W EDGE L DOER BOARD TO BOLTIJ-BOLT W/2' WAS HER3512' TO BE USED 1. ENSURE THAT EXP. BE USED WITH IJOIST WASHER951W MIN. EMBED. (TYP) WITH IJDIST SOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, S" ALL AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER F!r In LEDGER SHOULD LAP A MIN OF Z 4O.EWUH Z g 3. ALL BOLTS TO HAVE WASHERS 4, EXP. SOLTSIJ-BOLTS SHOULD Bea T NOT BE ANY CLOSER THAN 8' Z Ole. 2 � 5. ONLY LEDGER IN DIRECT �- � � (2) 2X8CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE EO BPACJNO CBViRKSPACING A DOUBLE SYP 2X8 12" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2X12 (2) 3/4' 8" MAX. 24" O/C MAX. 1-JOIST WOOD LEDGER DETAIL 0 SCALE: 3/4"=V-O' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA, TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0' (1) "X" BRACE 30'-l" TO 69-0 (3) "X" BRACE (1) "X" BRACE 0? CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER—� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/7' DIA ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED, AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12Bs 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 108s o EACH TRUSS TO BE INSTALLED 0? 10'-0" O.C. MAX. �1 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE. 3l4"=l'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS 1 SCALE:-'=1'-a' 1 N. RONALD REAGAN BLV LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Al g F yrr� v 4 BU33DIV de LOT: ABBOTT PARK LOT #6 BLK. #9 PROJECT# 04181.000-06091 MODEL: 4EHB "2605— HAYDEN" GARAGE DWING: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH E C SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING I.)-l:VMM EACH END 6' CMU WALL— REINF PER PLAN REFER TO NAILING SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS 6' CMU WALL— REINF PER PLAN REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENTTO LEDGER BOARDS DBL. 2X8 SYP#2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A O IJOIST (SEEo= DU FRAMING PLAN) OU PER ELEVATION �11tj -1 EK PER ELEVATION DBL 2X12 SYP #2 LEDGER. SEE 2x4 P.T. CEILING 24" M FRAIM NG PLAN) MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. 0) 17' O.C. NAILER W/ MASONRY NAILS SIMPSON SPH4/SPH68TM. 1X2 FIRE -STOP 0312 O.C. I.)OIST LVL PLATE STRAPS W/ 10d x 1 1f7' HOG NAILS 1X2 FIRE -STOP SECTION DETAIL SECTION DETAIL WALL / FLOOR FRAMING, AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL I -JOIST PARALLEL TO WALL (D!_�ZELE O RIOR WALL 1 TO EXTERIOR WALL : 3 4'=1'- ' 4 SCALE 3 4"=1' T PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4*-U' O.C. (AT O PRE{NG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/7DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 6' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's 0) EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL STRAP TRUSS TO PL. SEE SCHEO. BELOW TRUSS TO TOP PLATE A -SIMPSON MTS12 U < 990 LBS W/ (14)10d GALV. NAILS. B-(2)SIMPSON MT612 U < 1420 LBS W/ (14) 10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 12' COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx 3' PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 1/Y' GYP. WL. BD SECURE ST. PLATE TO SLAB W/ 12"x9" WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. 0 16' OC MAX. ��TRUSS CONNECTION @ L.B.W. `�Q `emu SCALE: 3/4"=1'A" ROOFTRUSS 4x4/4x6 SYP NO, 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 • O• :0 : TRUSS/WOOD POST CONNECTIOW 10a 10b 10C SCALE 3/a••=,•-n• TRusa To POST CONNECTION A- SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C -2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4N3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 12" SDS TO POST WTO SLAB CONNECTION SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB -U:4,565 W/ 516' AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-1/7' NAILS TO POST. ,1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www,abdesigngroup.com AA M: 0003325 1 fill- a OtMDIV. as L.OT ABBOTT PARK LOT #6 BLK. #9 [PROJECT#' 04181.000-06 91 MODEU 4EHB "2605- HAYDEN" GARAGE SVIMM RIGHT PAGE: DETAILS (I- JOIST) 160 JQH E C PRE-ENGINEERED %.1 VALLEY TRUSS CONNECTION MAY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www,abdesigngroup.com AA N: 0003325 go NJ BVHDIV. As LOT: ABBOTT PARK LOT #6 BLK. #9 PItOJECT#p 04181.000-06091 MODEIu 4EHB "2605— HAYDEN" GARAGE SVIMG: RIGHT PAGE: DETAILS 160 MPH EXP. C 5'-8" 17'.4" 14'-0" 1 4 2.1 1 J W UU 00 J Y J � E 9'-4 3/4" TOP OF DECK OPEN 101-01, 4 ---------------------- i -� 5-4- T.4" 7'4' 2,-0" 21',8" 1 81-0" SECOND FLOOR DECK PLAN SCALE: 114" - 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesWngroup.com L AA R: 0003326 -• 0 5 MM BVSDM de 2.074 ABBOTT PARK LOT #6 BLK. #9 PROJECT/► 04181.000-06091 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH E . C my 111202, BCALE: 1/4"=1"-0" B*Ec= S FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK 8122 6 DESCRIPTION REMARK 0 (2) 2x8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. =TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (ft SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 BX16 (1)il3 (1)NS WA GROUTED SOLID B82 MASONRY 3000 8x8 (1)il5 WA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES ---------------- ------------- -------- -------------- --# ♦ 8F8-lT/OM/OB 8F8-1T/OM/08 8F8-lT/0M/OB 1 ♦ I 1 ♦ z ♦ 1 ♦ I 1 ♦ ♦ 1 ♦_ I 1 I i i U.N.O. PROVIDE 882 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 1T-4" J# 60 8F8-1T/OWOB 1i-----------� ------ 2.1 i I BF8.1T/OM/OB 8F8-lT/0MI0B 8F8-1T/OM/OB --------------------- i --------- -------------------------I SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" 1 1 1 1 1 1 I 1 1 0 1 �- 1 1 1 MAY 1441 N.RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 Ct O atMDIV. & LOT. IIII ABBOTT PARK LOT ##6 BLK. ##9 PROJECT* 04181.000-06091 MODZU 4EHB "2605-HAYDEN" GARAGE 871INO: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 M H EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818-0B e-1T 1T 1T/06 81T108 M-ITIM 'TYPE LENGTH INS PLAIN 818 SOLID TMPE LENGTH 8/B tT 8I181T 8120 7T 8/241T B128-IT 8W-IT W113 16-ITH tTM 1TH8 1T11B -1TnB e/8.2T ene-2T erAm BIY4-2T 8126¢T 8/32-2T 3' 8" PRECAST 1438 952 3114 4217 5321 e428 7531 3' 8" PRECAST 889 1024 3' S" PRECAST 15N 3524 4394 5283 0132 7001 2485 8113 8385 Me 9031 10000 1560 3524 4394 5283 8182 7001 4'-0" PRECAST 1065 700 2305 M25 3945 47e5 6587 4'-0' PRECAST 514 763 4'-0" PRECAST 1363 sego 3815 4570 5325 6079 1961 6113 7102 8524 7827 8761 1363 3000 3615 4570 5325 8079 4'-8" PRECAST 819 533 1770 24M 3033 300 4300 4'-8" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 GM 6541 7555 1207 2707 3375 4043 4711 5379 5'rP PRECAST 931 1247 low2550 3123 3688 4249 5'�4" PRECAST 411 411 5' 4" PRECAST 1010 1806 2374 20" 3513 4084 1319 44W 719e 7342 5780 e259 1016 2276 28M 3399 3961 4064 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'•10" PRECAST we 1499 1971 2443 2015 3387 ltet 3693 5877 8= em 5ng 920 2080 2593 3107 3620 4133 V4r PRECAST 692 1139 3227 3031 3707 4383 5081 W-8" PRECAST 410 721 8'-W PRECAST 835 12DI 1578 1955 2332 2709 1139 1 3227 4596 7054 10000 8825 89B 1868 2329 2790 3251 3712 T 8' PRECAST 570 938 2498 2205 2698 3191 3865 T e' PRECAST 303 534 T 8" PRECAST 716 ow1181 1462 1743 2025 938 2498 3408 4804 7067 8472 727 1624 2025 2426 2827 3228 9'4, PRECAST 428 03 103 2204 2481 2818 2621 9 4" PRECAST 182 384 Sal' PRECAST 454 586 767 we 1129 1310 8n 1674 2206 3061 4099 48gg 572 1318 1643 1900 2184 2519 10'-0" PRECAST 386 487 1247 1767 1904 2103 2028 10' 6" PRECAST 151 301 10-0" PRECAST 356 468 612 755 899 1042 650 1407 1897 2781 3222 3784 504 1180 1472 IM 1710 1989 V-4" PRECAST 330 5" 1312 1742 2252 2688 3630 11' 4" PRECAST 132 417 11'-4' PRECAST 430 406 530 663 777 an1 644 1312 1742 2262 2868 3662 488 1042 1372 1843 1470 1710 12 -0" PRECAST 308 507 1210 1596 2048 25M 3191 12 -0' PRECAST 111 370 12 -0' PRECAST 383 306 476 567 BBB 783 507 1210 169e 2048 2688 3171 440 940 1300 1580 1314 1478 13' 4" PRECAST 270 433 1045 1365 1732 2167 2535 13'at" PRECAST 82 298 13' 4' PRECAST 308 303 393 464 575 645 414 1045 1355 1732 2310 2606 306 780 1057 1312 1071 I= PRECAST 254 388 978 1272 1806 INS 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 380 443 526 am14'-0" � 978 1272 Iwo 1950 238a 378 717 001 1192 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 508 on 740 865 � 1079 1429 1824 2277 2712 246 883 980 1237 1474 1715 16 4, PRESTRESSED N.R. NR NR NR NR NR NR 1514, PRESTRESSED N.R. 252 15'-4" PRESTRESSED 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 816 906 1134 1353 1572 1T�' PRESTRESSED N.R. NR NR NR NR NR NR 1T4" PRESTRESSED N.R. 183 1T�" PRESTRESSED 187 325 385 451 597 e80 300 eye 1121 M13 1739 2047 192 506 720 601 1135 1312 1W-4" PRESTRESSED N.R. NR NR NR NR NR NR IV-4" PRESTRESSED N.R. 148 1914" PRESTRESSED IN 265 348 430 513 595 235 730 959 1200 1467 1716 1e8 429 623 803 950 1098 PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 306 381 454 527 180 596 833 1036 1168 1486 142 373 537 e90 818 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 2r-O" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 42B 497 185 650 184 992 1203 1381 137 358 513 869 779 900 24'4' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 455 581 667 793 -ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 19-0130.13 d N. RONALD RFAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA A 0003325 I 1 9 "9 Ilia N 4 mmmmmmIN BuDI) . & LOT. ABBOTT PARK LOT #6 BLK. #9 PROJECTf 04181.000-06091 MODZU 4EHB "2605— HAYDEN" GARAGE EWING: RIGHT PAGE: SAFE LOAD TABLES 16 H E C MAY IN W, V ANC 93723 ' J F-PRINTDATE: 5/04/21 SCALE: 1/4"=1'-0" SHEET S5.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER C IW O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: t. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2 6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTHNI REINFORCEMENT W0.1 4X6 (3 )2'N5 Y2") SYR HTT4 W/5/6" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" a V-0" MAY alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 aunwv. ac XOT: ABBOTT PARK LOT #6 BLK. #9 PROJmCT# 04181.000-06091 MODNX? 4EHB "2605— HAYDEN" GARAGIC 8WINO: RIGHT PAOa: ROOF FRAMING PLAN AND NOTES %160,tWH EXP. C DT M 5/04/21 BCA=: 1/4"=V-0" GREET s6 --ENO >�-'� I'�F IHPRDGF L Ate, ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (88.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A"- 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY:"C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: */-0,18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING EXP 1 4Q20 FOR CEMENTITIOUS TILE AND METAL ROOFING E US MIN. ( 1, 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 212' OA31 166 SCREW SHANK 170 000 RING ((16-20 RINGS RSRS-03 8d RING SHANK, 2 3/8" 0.113 SCREW SHANK pER INCH ) RSRS RSRS-01 8d RING SHANK, PNEUMATIC 2318" 0.113 Fi667 SCREW -NAILS I RSRS-01 EXTERIOR SHEATHING USE 121' COX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.)SEE DETAIL ROOF SHEATHINGATTAGHEMEW SPACING ZONE 1: 10d NAILS 04" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r. 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE. ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES @I J li - FXT gHFATHING AT`TAr.HUPNT W �W ZYZ =U m0 Ze W 8 LUUW Ya W U 00 !M RD R KHY I tK VK 1-b ROOF SHEATHING U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'O.C. IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING 08 7' DECK SCREWS 0 6'4- O.C. MAX 0 EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ^� 7YP. 3/4" T&G 5UB-FLOOR DECKING GLUEU TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33MX MAXIMUM AGGREGATE SIZE $HA L BE Wr STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROWDE6%AIR ENTRAINED CONCRETE EXPOSEDTO EARTHORWEATHER NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2020, 781 EDITION ALL EXP�ED EDGES OF CONCRETE ARE TO BE CHAMFERED 314. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE 11NDERALL SIABSON-GROUNDMMERE INWCATED ON CRIPPLERS, :ILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602.16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS SEAMS UPPED B INCHES AND SEALED WITH TAPE. ELASTICITY 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7.16 AND AISC SPECIFICATIONS ADHESIVE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENOING PROVIDE SOLID BLOCKING UNDER ALL POINT LOAD$ AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND 917E PREPARATION AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' GC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH 7HE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-0GRADE-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL O SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61 SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATETRUSS CONSTRUCTION, AND 'SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED TIONS FOR 20 paf TOP CHORD 11an-CAnW rd REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: 64 BAR - 25" 08 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -n -n-t #5 BAR - 30" R7 BAR - 42" DEADLOAD DEAD LOAD 15 W TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 Psf W/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IDW BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 PST PROVIDE 38'x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSVASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 Opd,, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL 7RUSSl HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 2DOpsf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS TO VERIFY OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORPROVIDED THE MASONRY STANDARDS JOINT COMMITTEE. BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm= 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3DOO PSI AT 28 DAYS UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8 WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED WI A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,DO0 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTUNED UNDER ASTM C-270. HORIZONTAL ANO VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A36M FY = 38 W FOR ANGLES PLATES AND WS WAPES. STRUCTURAL TUBING SHALL BE ASTM A600/A50 GRADE B F = 48 STRUCTURAL PIPE SHALL BE ASTM A53IA53M GRADE B TYPE E OR S F = D Y ' G Y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 WI. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. B NS U H S O 3,000 PSI REGULAR WEIGHT FOR SEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE BLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT.CONCRETESLUMP SHALL NOT EXCEED 5'4- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C9404M OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: 1-12" FOR M6 AND SMALLER Y FOR #8 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314. FOR SLABS. WALLS AND JOISTS 1-12' FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FA TENERS FASTENER APPLIGTIgJ SIZE TYPE SPACING RFMAfXf6 APPLIGTON BRE TYPE BPPOING REMPRK9 1 PT1- WTO MP60NRV/GONG. CASE HARpENEp COIL NNL11?LONG. B'QC GAFACE OWRBl1CK TO MA90NRYICAIIC. 114•DIA NO Wg9HER TAPCON MA90NR/ FA6TENER ItIY EMBED. 4'E10 pbT., tI-E.ST. SGO.EXT. o00Ra x .SEE NOTEb GSE IURDENEOCOIL NNL 11?LONG. S'OC STAGGERED WINDOWID'JOR/FASTEN£0 INtO MASONMICONC GPRIGE DOOR &1CK OMASONRY/f%IC.. Y4' DIA CR tft•OIA WWA O(PANgON BpLT IB"QC (9�6"Mj NpC(1?dN 4"EMBED,4"ENp qbT., WEDGE tl3T. WINDOW &1CN GSE HARDENEDCOIL v'oro vbNDoveppORIFASfENED METAL srlxAn iG CONTACT THIS ENGINEER FOR SPACING tx PT.SEENOTEB N4L11?LONO. STAGGERED INTO MASONRYAxMO. MAsoNRrlwNc. REQUIREMENTS IXT. SWING DOCR (2)3116'gA, 'TAPCON 11REMBED, O• END. NONBEARINGW000 TIT E%PANSION 4'EMBED. BUCX q Pi, SEE NOTEb NO WA6HER FASTlFA 13 O/C tl3T, I f? EDGE q3T. WALL TO �NC.9tAB W/ WASHER BOLT 24 OIO tl3T., 9" T. Z..OSTNDJW &xG( 0138'PAFx2 tla' S^TIC 4'ENO, gsT.,lt? PT TO STEEL COL.. BEE WASHER STAGGERW EIXiE qBT. NDTEB wl NoTo 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS MADE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. L 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 J � s� 0 SUHDIV. A5 LOT: ABBOTT PARK LOT #6 BLK. #9 PROJECT/1 04181.000-06091 MODELe 4EHB "2605- HAYDEN" GARAGE BVIMG: RIGHT PAGE: DETAILS 160 MPH EXP. C rpRA=:: mT 5/04/21 sCALE: 1/4"=1'-0" sI'IEET S N1 14 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O7 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS Er— ® FASCIA[7J-CHO DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED �- 12" O.C. MAX (INTO (DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ STAPLES INSTALLED 0 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J' MAX...- of I- - DETAIL D 7OSTAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS IO SOFFIOT- i„ DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L'--*_ 1+—SPAN 11— SEE DETAIL'A'- SEE DETAIL'E'— — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END Ed BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMOI / BY OTHER 2-1/4" EMB. DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO ( STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 (Ds INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) @ J-CHANNEL J,I DETAIL C J-CHANNEL BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13.519 EAVE WIDTH 375 .375 (ROOF 4 3.625 3.625 3. OVERHANG) 5 \ .08 .03 .-,2 "-CONCRETE; CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 m Ox m rv. as LO'1! ABBOTT PARK LOT #6 BLK. #9 04 S 00� 06091 �[ODnLe 4EHB "2605— HAYDEN" GAIt"M OWD90: RIGHT 3PAoIM SOFFIT DETAILS 160 MPH E . C 6 2021 A. AR gem F 5/04/21 1/4"=1'-0 rD1 t